sandra ann hernandez environmental health assistant · pdf filerej

51
From: Hernandez, Sandra To: "[email protected]" Cc: "[email protected]" Subject: 102132 deficiency comments Date: Wednesday, March 14, 2018 1:14:26 PM Attachments: Untitled.pdf RE: 49.35 acres tract out of Daniel Lewis Survey No. 347, Abstract 367 Hoyt, We received planning materials for the referenced permit application on March 13, 2018 and found those planning materials to be deficient. In order to continue processing this permit, we need the following information: 1. Show floodplain location on design. 2. Indicate the number of people on the permit application, and indicate the name of the survey (Daniel Lewis). 3. A correction Affidavit to the Public form must be completed, owner(s) signature notarized, recorded at the Comal County Clerk’s office, and a copy of the recorded form submitted to our office. 4. According to Comal County GIS, it appears that there are structures on the property that are not shown on the design. 5. Indicate the gallons per day to be used per person. 6. As per 285.32(f)(2), BOD calculations need to be completed by a P.E. 7. The planning materials indicate that the maintenance contract will state that the system should be inspected every other month (12 times per year). Please have the service provider note this on his maintenance contract. 8. Submit a variance request for the grease trap located underneath the driveway/parking area, and certify that the traffic lid has been designed so that it will not be damaged. 9. TCEQ rules and regulations require a cleanout plug every 100 feet on long runs of pipe. 10. Indicate distance from proposed doubling area for tanks to driveway. 11. Planning materials indicate 4 spray heads in zone 2, but design shows 3. 12. Ensure that your dosing schedule will provide equal distribution throughout the spray area. 13. How will you ensure that the number of people and events will be limited to only Friday, Saturday and Sunday? 14. Revise accordingly and resubmit. If you have any questions, you can email me or call the office. Thank you, Sandra Ann Hernandez Environmental Health Assistant Comal County Engineers Office New Braunfels, Texas 78132 830-608-2090 Office 830-608-2078 Fax

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Page 1: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

From Hernandez SandraTo hoytgvtccomCc chesleyrqbbqcomSubject 102132 deficiency commentsDate Wednesday March 14 2018 11426 PMAttachments Untitledpdf

RE 4935 acres tract out of Daniel Lewis Survey No 347 Abstract 367 HoytWe received planning materials for the referenced permit application on March 13 2018 andfound those planning materials to be deficient In order to continue processing this permit weneed the following information

1 Show floodplain location on design2 Indicate the number of people on the permit application and indicate the name of the

survey (Daniel Lewis)3 A correction Affidavit to the Public form must be completed owner(s) signature

notarized recorded at the Comal County Clerkrsquos office and a copy of the recordedform submitted to our office

4 According to Comal County GIS it appears that there are structures on the propertythat are not shown on the design

5 Indicate the gallons per day to be used per person6 As per 28532(f)(2) BOD calculations need to be completed by a PE7 The planning materials indicate that the maintenance contract will state that the system

should be inspected every other month (12 times per year) Please have the serviceprovider note this on his maintenance contract

8 Submit a variance request for the grease trap located underneath the drivewayparkingarea and certify that the traffic lid has been designed so that it will not be damaged

9 TCEQ rules and regulations require a cleanout plug every 100 feet on long runs ofpipe

10 Indicate distance from proposed doubling area for tanks to driveway11 Planning materials indicate 4 spray heads in zone 2 but design shows 312 Ensure that your dosing schedule will provide equal distribution throughout the spray

area13 How will you ensure that the number of people and events will be limited to only

Friday Saturday and Sunday14 Revise accordingly and resubmit

If you have any questions you can email me or call the office Thank you

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Fax

Cityworks httpcceocwCWProdFieldMa

Tools Legend Locate Create Activity Navigation Measure

Griffin Kathy

From Griffin Kathy Sent To

Tuesday March 13 2018 1016 AM Hoyt Seidensticker

Subject OSSF Perit 1 02132

RE OSSF Permit 102132 1275 Stoney Ridge Road

Dear Hoyt

Please add the floodplain boundaries to the site plan and resubmit

Kathy Griffin CFM Floodplain Coordinator Comal County Engineers Office 830-608-2090 wwwcceoorg

1

COUNTY OF CO MAL COUNTY ENGINEERS OFFICE

OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded

items Date Received

Permit Number

Instructions

Place a check mark next to all items that apply For items that do not apply place NA This OSSF Development Application Checklist must accompany the completed application

OSSF Permit

~Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

I __ SiteSoil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer

(

Initials

__ Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist of a scaled design and all system specifications

I __ Required Permit Fee

____ Copy of Recorded Deed

L Surface ApplicationAerobic Treatment System

_ _ Recorded Certification of OSSF Requiring MaintenanceAffidavit to the Public

_j_ Signed Maintenance Contract with Effective Date as Issuance of License to Operate

I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF De pment Application

1 ~Date

__ COMPLETE APPLICATION __ INCOMPLETE APPLICATION

Check No __ _ Receipt No __ _ (Missing Items Circled Application Refused)

Revised January 2015

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Revised

COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH r PPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN

lt gtN-SlTE SEWAGE FACILITY AND LICENSE TO OPERATE

Date _ _ ) _ _ _- _ (_) __ _ Permit _Oi)i1_~=-J__---

Owner Name ~C C ~ t- CDCo Lt- ltshyMailing Address 21 0 2-1 $ CQplusmn-l - C+ City State Zip Stl tt- ) Y 2 S1

Agent Name

Agent Address

h~ --------------------------------

1

21 D 213 Ilt CL 4(freLo ch es 1-f y rflhht Co-

City State Zip --------------------

Phone Phone )A o l( (-( bb~ J Email Email borA---~ 5_tcl gto

middot All correspondence should be sent to 0 Owner D Agent ~th Method D Mail []-Email

Subdivision Name Unit Lot Block ---------------------------- ------ --------AcreageLegal tlt J cr--lt Jr er-e~ tl k Jf- 5 ~ r -ey A~ 1 r ) 413 r 3 amp lt)

Street NameAddress jL IS f 6~ OiQLl RJ City j Ll lv-efJ 0 bull Zip Qlb ]

Type of Development

D Single Family Residential

Type of Construction (House Mobile RV Etc) ------------------------------shy

Number of Bedrooms ------Indicate Sq Ft of Living Area ------

~Commercial or Institutional Facility

l Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)

Type of Facility ~ v-GJ Ge_l-c Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants ------------------------Restaurants Lounges Theaters - Indicate Number of Seats -----------------------------Hotel Motel Hospital Nursing Home - Indicate Number of Beds ----------------------- - -Travel TrailerRV Parks - Indicate Number of Spaces --------------------------------Miscellaneous ---------------- ----------------------------

Is any portion Jthe proposed OSSF located in the United States Army Corps of Engineers USACE) flowage easement

0 Yes [ZNo

(If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement) lt

Source of Water O Public crvate Well

Are Water Saving Devices Being Utilized Within the Residence ~es 0 No

1 certify that the completed applicatron and all additional information submitted does not contarn any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and desrgnated agents to enter upon the above described property for the purpose of sitesoil evaluatio and inspection of prrvate sewage facilities I also understand that a permit of authorization to construct wmiddot o be issued until the floc administrator has approved and released the development permit for this property

DatJ 1 Page 1 of 2

1 5 David Jonas Or New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Rev1sed December 2013

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Revised

COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II

middot~ ~

Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7

System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation

)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt

Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u

Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone Yes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)

Is this property within an incorporated city O Yes ~o

If yes indicate the city

Signature of Date

195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078

Page 2 of2 Revised March 2015

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Revised

Affidavit to the Public

THE COUNTY OF STATE OF TEXAS

111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----

CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities

(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I

The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I

The property is owned by

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print

e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct

3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488

-~~ - ------

Texas

HOYT SEIOENSTlCKER MY COMMISSION EXPIRES

May S 2019

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Revised

THE COUNTY OF STATE OF TEXAS

Affidavit to the Public

IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

I

According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas

I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on

Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1

1bJtfre--cf- 1 b ~7

The property is owned by boom-er oco LL (_ I

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print Name-=~~~----~~+=~-shy

I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct

WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488

-~~

Notary ub ic State of My Commission Expires ____________ _

HOYT SEIDENSTICKER MY COMMISSION EXPIRES

May52019

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Revised

WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT

Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051

Email ____________ _

I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services

LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein

11 Effective Date This Agreement commences on Lf D and ends on __________ _

for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty

ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either

party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract

IV Services Contractor will

a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer

b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel

c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification

d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)

e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the

date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer

ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer

Customers Initials BS

Contractors Initials

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Revised

VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Revised

Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

rabsah
Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

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el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

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lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

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AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

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S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

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$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

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$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

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l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 2: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

Cityworks httpcceocwCWProdFieldMa

Tools Legend Locate Create Activity Navigation Measure

Griffin Kathy

From Griffin Kathy Sent To

Tuesday March 13 2018 1016 AM Hoyt Seidensticker

Subject OSSF Perit 1 02132

RE OSSF Permit 102132 1275 Stoney Ridge Road

Dear Hoyt

Please add the floodplain boundaries to the site plan and resubmit

Kathy Griffin CFM Floodplain Coordinator Comal County Engineers Office 830-608-2090 wwwcceoorg

1

COUNTY OF CO MAL COUNTY ENGINEERS OFFICE

OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded

items Date Received

Permit Number

Instructions

Place a check mark next to all items that apply For items that do not apply place NA This OSSF Development Application Checklist must accompany the completed application

OSSF Permit

~Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

I __ SiteSoil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer

(

Initials

__ Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist of a scaled design and all system specifications

I __ Required Permit Fee

____ Copy of Recorded Deed

L Surface ApplicationAerobic Treatment System

_ _ Recorded Certification of OSSF Requiring MaintenanceAffidavit to the Public

_j_ Signed Maintenance Contract with Effective Date as Issuance of License to Operate

I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF De pment Application

1 ~Date

__ COMPLETE APPLICATION __ INCOMPLETE APPLICATION

Check No __ _ Receipt No __ _ (Missing Items Circled Application Refused)

Revised January 2015

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH r PPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN

lt gtN-SlTE SEWAGE FACILITY AND LICENSE TO OPERATE

Date _ _ ) _ _ _- _ (_) __ _ Permit _Oi)i1_~=-J__---

Owner Name ~C C ~ t- CDCo Lt- ltshyMailing Address 21 0 2-1 $ CQplusmn-l - C+ City State Zip Stl tt- ) Y 2 S1

Agent Name

Agent Address

h~ --------------------------------

1

21 D 213 Ilt CL 4(freLo ch es 1-f y rflhht Co-

City State Zip --------------------

Phone Phone )A o l( (-( bb~ J Email Email borA---~ 5_tcl gto

middot All correspondence should be sent to 0 Owner D Agent ~th Method D Mail []-Email

Subdivision Name Unit Lot Block ---------------------------- ------ --------AcreageLegal tlt J cr--lt Jr er-e~ tl k Jf- 5 ~ r -ey A~ 1 r ) 413 r 3 amp lt)

Street NameAddress jL IS f 6~ OiQLl RJ City j Ll lv-efJ 0 bull Zip Qlb ]

Type of Development

D Single Family Residential

Type of Construction (House Mobile RV Etc) ------------------------------shy

Number of Bedrooms ------Indicate Sq Ft of Living Area ------

~Commercial or Institutional Facility

l Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)

Type of Facility ~ v-GJ Ge_l-c Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants ------------------------Restaurants Lounges Theaters - Indicate Number of Seats -----------------------------Hotel Motel Hospital Nursing Home - Indicate Number of Beds ----------------------- - -Travel TrailerRV Parks - Indicate Number of Spaces --------------------------------Miscellaneous ---------------- ----------------------------

Is any portion Jthe proposed OSSF located in the United States Army Corps of Engineers USACE) flowage easement

0 Yes [ZNo

(If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement) lt

Source of Water O Public crvate Well

Are Water Saving Devices Being Utilized Within the Residence ~es 0 No

1 certify that the completed applicatron and all additional information submitted does not contarn any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and desrgnated agents to enter upon the above described property for the purpose of sitesoil evaluatio and inspection of prrvate sewage facilities I also understand that a permit of authorization to construct wmiddot o be issued until the floc administrator has approved and released the development permit for this property

DatJ 1 Page 1 of 2

1 5 David Jonas Or New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Rev1sed December 2013

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II

middot~ ~

Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7

System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation

)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt

Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u

Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone Yes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)

Is this property within an incorporated city O Yes ~o

If yes indicate the city

Signature of Date

195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078

Page 2 of2 Revised March 2015

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Affidavit to the Public

THE COUNTY OF STATE OF TEXAS

111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----

CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities

(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I

The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I

The property is owned by

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print

e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct

3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488

-~~ - ------

Texas

HOYT SEIOENSTlCKER MY COMMISSION EXPIRES

May S 2019

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Revised

THE COUNTY OF STATE OF TEXAS

Affidavit to the Public

IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

I

According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas

I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on

Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1

1bJtfre--cf- 1 b ~7

The property is owned by boom-er oco LL (_ I

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print Name-=~~~----~~+=~-shy

I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct

WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488

-~~

Notary ub ic State of My Commission Expires ____________ _

HOYT SEIDENSTICKER MY COMMISSION EXPIRES

May52019

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WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT

Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051

Email ____________ _

I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services

LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein

11 Effective Date This Agreement commences on Lf D and ends on __________ _

for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty

ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either

party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract

IV Services Contractor will

a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer

b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel

c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification

d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)

e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the

date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer

ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer

Customers Initials BS

Contractors Initials

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VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Revised

Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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Revised

ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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Revised

ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

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Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 3: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

Griffin Kathy

From Griffin Kathy Sent To

Tuesday March 13 2018 1016 AM Hoyt Seidensticker

Subject OSSF Perit 1 02132

RE OSSF Permit 102132 1275 Stoney Ridge Road

Dear Hoyt

Please add the floodplain boundaries to the site plan and resubmit

Kathy Griffin CFM Floodplain Coordinator Comal County Engineers Office 830-608-2090 wwwcceoorg

1

COUNTY OF CO MAL COUNTY ENGINEERS OFFICE

OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded

items Date Received

Permit Number

Instructions

Place a check mark next to all items that apply For items that do not apply place NA This OSSF Development Application Checklist must accompany the completed application

OSSF Permit

~Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

I __ SiteSoil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer

(

Initials

__ Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist of a scaled design and all system specifications

I __ Required Permit Fee

____ Copy of Recorded Deed

L Surface ApplicationAerobic Treatment System

_ _ Recorded Certification of OSSF Requiring MaintenanceAffidavit to the Public

_j_ Signed Maintenance Contract with Effective Date as Issuance of License to Operate

I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF De pment Application

1 ~Date

__ COMPLETE APPLICATION __ INCOMPLETE APPLICATION

Check No __ _ Receipt No __ _ (Missing Items Circled Application Refused)

Revised January 2015

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH r PPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN

lt gtN-SlTE SEWAGE FACILITY AND LICENSE TO OPERATE

Date _ _ ) _ _ _- _ (_) __ _ Permit _Oi)i1_~=-J__---

Owner Name ~C C ~ t- CDCo Lt- ltshyMailing Address 21 0 2-1 $ CQplusmn-l - C+ City State Zip Stl tt- ) Y 2 S1

Agent Name

Agent Address

h~ --------------------------------

1

21 D 213 Ilt CL 4(freLo ch es 1-f y rflhht Co-

City State Zip --------------------

Phone Phone )A o l( (-( bb~ J Email Email borA---~ 5_tcl gto

middot All correspondence should be sent to 0 Owner D Agent ~th Method D Mail []-Email

Subdivision Name Unit Lot Block ---------------------------- ------ --------AcreageLegal tlt J cr--lt Jr er-e~ tl k Jf- 5 ~ r -ey A~ 1 r ) 413 r 3 amp lt)

Street NameAddress jL IS f 6~ OiQLl RJ City j Ll lv-efJ 0 bull Zip Qlb ]

Type of Development

D Single Family Residential

Type of Construction (House Mobile RV Etc) ------------------------------shy

Number of Bedrooms ------Indicate Sq Ft of Living Area ------

~Commercial or Institutional Facility

l Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)

Type of Facility ~ v-GJ Ge_l-c Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants ------------------------Restaurants Lounges Theaters - Indicate Number of Seats -----------------------------Hotel Motel Hospital Nursing Home - Indicate Number of Beds ----------------------- - -Travel TrailerRV Parks - Indicate Number of Spaces --------------------------------Miscellaneous ---------------- ----------------------------

Is any portion Jthe proposed OSSF located in the United States Army Corps of Engineers USACE) flowage easement

0 Yes [ZNo

(If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement) lt

Source of Water O Public crvate Well

Are Water Saving Devices Being Utilized Within the Residence ~es 0 No

1 certify that the completed applicatron and all additional information submitted does not contarn any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and desrgnated agents to enter upon the above described property for the purpose of sitesoil evaluatio and inspection of prrvate sewage facilities I also understand that a permit of authorization to construct wmiddot o be issued until the floc administrator has approved and released the development permit for this property

DatJ 1 Page 1 of 2

1 5 David Jonas Or New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Rev1sed December 2013

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II

middot~ ~

Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7

System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation

)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt

Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u

Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone Yes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)

Is this property within an incorporated city O Yes ~o

If yes indicate the city

Signature of Date

195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078

Page 2 of2 Revised March 2015

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Affidavit to the Public

THE COUNTY OF STATE OF TEXAS

111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----

CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities

(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I

The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I

The property is owned by

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print

e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct

3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488

-~~ - ------

Texas

HOYT SEIOENSTlCKER MY COMMISSION EXPIRES

May S 2019

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Revised

THE COUNTY OF STATE OF TEXAS

Affidavit to the Public

IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

I

According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas

I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on

Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1

1bJtfre--cf- 1 b ~7

The property is owned by boom-er oco LL (_ I

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print Name-=~~~----~~+=~-shy

I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct

WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488

-~~

Notary ub ic State of My Commission Expires ____________ _

HOYT SEIDENSTICKER MY COMMISSION EXPIRES

May52019

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WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT

Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051

Email ____________ _

I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services

LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein

11 Effective Date This Agreement commences on Lf D and ends on __________ _

for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty

ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either

party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract

IV Services Contractor will

a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer

b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel

c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification

d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)

e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the

date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer

ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer

Customers Initials BS

Contractors Initials

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VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

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bull bull bull bull bull bull

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1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

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Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

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See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

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I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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CCEO Copy

IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

middot middot __

i i i j

I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 4: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

COUNTY OF CO MAL COUNTY ENGINEERS OFFICE

OSSF DEVELOPMENT APPLICATION CHECKLIST Staff will complete shaded

items Date Received

Permit Number

Instructions

Place a check mark next to all items that apply For items that do not apply place NA This OSSF Development Application Checklist must accompany the completed application

OSSF Permit

~Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

I __ SiteSoil Evaluation Completed by a Certified Site Evaluator or a Professional Engineer

(

Initials

__ Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist of a scaled design and all system specifications

I __ Required Permit Fee

____ Copy of Recorded Deed

L Surface ApplicationAerobic Treatment System

_ _ Recorded Certification of OSSF Requiring MaintenanceAffidavit to the Public

_j_ Signed Maintenance Contract with Effective Date as Issuance of License to Operate

I affirm that I have provided all information required for my OSSF Development Application and that this application constitutes a completed OSSF De pment Application

1 ~Date

__ COMPLETE APPLICATION __ INCOMPLETE APPLICATION

Check No __ _ Receipt No __ _ (Missing Items Circled Application Refused)

Revised January 2015

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH r PPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN

lt gtN-SlTE SEWAGE FACILITY AND LICENSE TO OPERATE

Date _ _ ) _ _ _- _ (_) __ _ Permit _Oi)i1_~=-J__---

Owner Name ~C C ~ t- CDCo Lt- ltshyMailing Address 21 0 2-1 $ CQplusmn-l - C+ City State Zip Stl tt- ) Y 2 S1

Agent Name

Agent Address

h~ --------------------------------

1

21 D 213 Ilt CL 4(freLo ch es 1-f y rflhht Co-

City State Zip --------------------

Phone Phone )A o l( (-( bb~ J Email Email borA---~ 5_tcl gto

middot All correspondence should be sent to 0 Owner D Agent ~th Method D Mail []-Email

Subdivision Name Unit Lot Block ---------------------------- ------ --------AcreageLegal tlt J cr--lt Jr er-e~ tl k Jf- 5 ~ r -ey A~ 1 r ) 413 r 3 amp lt)

Street NameAddress jL IS f 6~ OiQLl RJ City j Ll lv-efJ 0 bull Zip Qlb ]

Type of Development

D Single Family Residential

Type of Construction (House Mobile RV Etc) ------------------------------shy

Number of Bedrooms ------Indicate Sq Ft of Living Area ------

~Commercial or Institutional Facility

l Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)

Type of Facility ~ v-GJ Ge_l-c Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants ------------------------Restaurants Lounges Theaters - Indicate Number of Seats -----------------------------Hotel Motel Hospital Nursing Home - Indicate Number of Beds ----------------------- - -Travel TrailerRV Parks - Indicate Number of Spaces --------------------------------Miscellaneous ---------------- ----------------------------

Is any portion Jthe proposed OSSF located in the United States Army Corps of Engineers USACE) flowage easement

0 Yes [ZNo

(If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement) lt

Source of Water O Public crvate Well

Are Water Saving Devices Being Utilized Within the Residence ~es 0 No

1 certify that the completed applicatron and all additional information submitted does not contarn any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and desrgnated agents to enter upon the above described property for the purpose of sitesoil evaluatio and inspection of prrvate sewage facilities I also understand that a permit of authorization to construct wmiddot o be issued until the floc administrator has approved and released the development permit for this property

DatJ 1 Page 1 of 2

1 5 David Jonas Or New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Rev1sed December 2013

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II

middot~ ~

Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7

System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation

)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt

Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u

Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone Yes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)

Is this property within an incorporated city O Yes ~o

If yes indicate the city

Signature of Date

195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078

Page 2 of2 Revised March 2015

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Affidavit to the Public

THE COUNTY OF STATE OF TEXAS

111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----

CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities

(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I

The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I

The property is owned by

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print

e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct

3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488

-~~ - ------

Texas

HOYT SEIOENSTlCKER MY COMMISSION EXPIRES

May S 2019

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THE COUNTY OF STATE OF TEXAS

Affidavit to the Public

IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

I

According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas

I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on

Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1

1bJtfre--cf- 1 b ~7

The property is owned by boom-er oco LL (_ I

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print Name-=~~~----~~+=~-shy

I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct

WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488

-~~

Notary ub ic State of My Commission Expires ____________ _

HOYT SEIDENSTICKER MY COMMISSION EXPIRES

May52019

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WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT

Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051

Email ____________ _

I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services

LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein

11 Effective Date This Agreement commences on Lf D and ends on __________ _

for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty

ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either

party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract

IV Services Contractor will

a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer

b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel

c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification

d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)

e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the

date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer

ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer

Customers Initials BS

Contractors Initials

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VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

rabsah
Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

rabsah
Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

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rabsah
Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

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lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

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~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

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Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 5: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH r PPLICATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN

lt gtN-SlTE SEWAGE FACILITY AND LICENSE TO OPERATE

Date _ _ ) _ _ _- _ (_) __ _ Permit _Oi)i1_~=-J__---

Owner Name ~C C ~ t- CDCo Lt- ltshyMailing Address 21 0 2-1 $ CQplusmn-l - C+ City State Zip Stl tt- ) Y 2 S1

Agent Name

Agent Address

h~ --------------------------------

1

21 D 213 Ilt CL 4(freLo ch es 1-f y rflhht Co-

City State Zip --------------------

Phone Phone )A o l( (-( bb~ J Email Email borA---~ 5_tcl gto

middot All correspondence should be sent to 0 Owner D Agent ~th Method D Mail []-Email

Subdivision Name Unit Lot Block ---------------------------- ------ --------AcreageLegal tlt J cr--lt Jr er-e~ tl k Jf- 5 ~ r -ey A~ 1 r ) 413 r 3 amp lt)

Street NameAddress jL IS f 6~ OiQLl RJ City j Ll lv-efJ 0 bull Zip Qlb ]

Type of Development

D Single Family Residential

Type of Construction (House Mobile RV Etc) ------------------------------shy

Number of Bedrooms ------Indicate Sq Ft of Living Area ------

~Commercial or Institutional Facility

l Planning materials must show adequate land area for doubling the required land needed for treatment units and disposal area)

Type of Facility ~ v-GJ Ge_l-c Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants ------------------------Restaurants Lounges Theaters - Indicate Number of Seats -----------------------------Hotel Motel Hospital Nursing Home - Indicate Number of Beds ----------------------- - -Travel TrailerRV Parks - Indicate Number of Spaces --------------------------------Miscellaneous ---------------- ----------------------------

Is any portion Jthe proposed OSSF located in the United States Army Corps of Engineers USACE) flowage easement

0 Yes [ZNo

(If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement) lt

Source of Water O Public crvate Well

Are Water Saving Devices Being Utilized Within the Residence ~es 0 No

1 certify that the completed applicatron and all additional information submitted does not contarn any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and desrgnated agents to enter upon the above described property for the purpose of sitesoil evaluatio and inspection of prrvate sewage facilities I also understand that a permit of authorization to construct wmiddot o be issued until the floc administrator has approved and released the development permit for this property

DatJ 1 Page 1 of 2

1 5 David Jonas Or New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Rev1sed December 2013

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II

middot~ ~

Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7

System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation

)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt

Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u

Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone Yes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)

Is this property within an incorporated city O Yes ~o

If yes indicate the city

Signature of Date

195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078

Page 2 of2 Revised March 2015

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Revised

Affidavit to the Public

THE COUNTY OF STATE OF TEXAS

111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----

CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities

(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I

The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I

The property is owned by

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print

e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct

3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488

-~~ - ------

Texas

HOYT SEIOENSTlCKER MY COMMISSION EXPIRES

May S 2019

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THE COUNTY OF STATE OF TEXAS

Affidavit to the Public

IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

I

According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas

I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on

Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1

1bJtfre--cf- 1 b ~7

The property is owned by boom-er oco LL (_ I

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print Name-=~~~----~~+=~-shy

I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct

WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488

-~~

Notary ub ic State of My Commission Expires ____________ _

HOYT SEIDENSTICKER MY COMMISSION EXPIRES

May52019

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WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT

Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051

Email ____________ _

I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services

LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein

11 Effective Date This Agreement commences on Lf D and ends on __________ _

for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty

ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either

party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract

IV Services Contractor will

a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer

b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel

c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification

d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)

e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the

date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer

ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer

Customers Initials BS

Contractors Initials

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VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

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bull bull bull bull bull bull

bull bull

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1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

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Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

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I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

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_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

middot middot __

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I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 6: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH APPUCATION FOR PERMIT FOR AUTHORIZATION TO CONSTRUCT AN - ON-SITE SEWAGE FACILITY AND LICENSE TO OPERATE bull II

middot~ ~

Planning Materials amp Site Evaluation as Required Completed By Jlv ~ le -~ 7

System Description le cc ~ ~ ~ ( h f f (21 OJ 1(pound h 11 1 J h~ Size of Septic System Required Based on Planning Ma~rials amp Soil Evaluation

)So~ 9 cl L~- 7 r e a- ) I l-5 ~ r cr rt o llt

Tank Size(s) (Gallons) 3-J) o 6 ~oiLgt_ ~ Q AbsorptionApplication Area (Sq Ft) 9 J j 2 pound 30~0 ~ ol lo f ~f 5- I ~6 ~ jftA fl l u

Gallons Per Day (As Per TCEQ Table Ill) j((J () (Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recharge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PE))

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions of the existing WPAP

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP O Yes O No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone Yes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes ~o (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed CZP A Permit to Construct will not be issued for the proposed OSSF until the CZP has been approve~ the appropriate regional office)

Is this property within an incorporated city O Yes ~o

If yes indicate the city

Signature of Date

195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078

Page 2 of2 Revised March 2015

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Affidavit to the Public

THE COUNTY OF STATE OF TEXAS

111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----

CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities

(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I

The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I

The property is owned by

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print

e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct

3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488

-~~ - ------

Texas

HOYT SEIOENSTlCKER MY COMMISSION EXPIRES

May S 2019

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THE COUNTY OF STATE OF TEXAS

Affidavit to the Public

IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

I

According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas

I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on

Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1

1bJtfre--cf- 1 b ~7

The property is owned by boom-er oco LL (_ I

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print Name-=~~~----~~+=~-shy

I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct

WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488

-~~

Notary ub ic State of My Commission Expires ____________ _

HOYT SEIDENSTICKER MY COMMISSION EXPIRES

May52019

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WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT

Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051

Email ____________ _

I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services

LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein

11 Effective Date This Agreement commences on Lf D and ends on __________ _

for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty

ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either

party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract

IV Services Contractor will

a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer

b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel

c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification

d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)

e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the

date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer

ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer

Customers Initials BS

Contractors Initials

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VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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Revised

ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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Revised

ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

rabsah
Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

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Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

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l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

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North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

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l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 7: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

Affidavit to the Public

THE COUNTY OF STATE OF TEXAS

111111111111111 llllllllllllllll1111 middot~ ~ 3_~1 8~8__~9 20 1 _0~ 00 22 PM 11 -----

CERTIFICATION OF OSSF REQUIRING MAINTENANCE According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities

(OSSFs) this document is filed in the Deed Records of l ~ ~c 1 County Texas I

The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owner s to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

-Fl)) C Lr e_ -rc -t (A-~- C f J rue~ IJ middot Slt 7 fJr b ~ fr~-bull - 3 b ~7 I I

The property is owned by

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance contract within 30 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer or n_ew owner A copy of the planning materials for the OSSF may be obtained from ( L-v c i ) middot

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print

e _--J middot J j middot known to me to be the affiant in the I hereby certify that gt c J=- h bull 1 foregoing affidavit personally appeared before me this day and having been by me du y sworn deposes and says that the facts set forth in the above affidavit are true and correct

3 DAY OF fc --rJ Zc~ WITNESS MY HAND AND OFFICIAL SEAL THIS THE -middot--- middot

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Comal Count~ Texas 01092018 020022 PM LAURA 1 Page(s) 201806001488

-~~ - ------

Texas

HOYT SEIOENSTlCKER MY COMMISSION EXPIRES

May S 2019

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Revised

THE COUNTY OF STATE OF TEXAS

Affidavit to the Public

IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

I

According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas

I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on

Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1

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The property is owned by boom-er oco LL (_ I

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print Name-=~~~----~~+=~-shy

I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct

WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488

-~~

Notary ub ic State of My Commission Expires ____________ _

HOYT SEIDENSTICKER MY COMMISSION EXPIRES

May52019

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WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT

Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051

Email ____________ _

I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services

LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein

11 Effective Date This Agreement commences on Lf D and ends on __________ _

for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty

ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either

party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract

IV Services Contractor will

a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer

b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel

c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification

d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)

e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the

date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer

ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer

Customers Initials BS

Contractors Initials

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VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Revised

Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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Revised

ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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Revised

ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

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Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

middot middot __

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 8: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

THE COUNTY OF STATE OF TEXAS

Affidavit to the Public

IllIllIll Ill III IIIIIIIIII IIIII v c 201806001488 01092018 02 00 22 PM 111

CERTIFICATION OF OSSF REQUIRING MAINTENANCE

I

According to Texas Commission on Environmental Quality Rules for On-Site Sewage Facilities (OSSFs) this document is filed in the Deed Records of c~~c I County Texas

I The Texas Health and Safety Code Chapter 366 authorizes the Texas Commission on

Environmental Quality (commission) to regulate on-site sewage facilities (OSSFs) Additionally the Texas Water Code (TWC) sect 5012 andsect 5 013 gives the commission primary responsibility for implementing the laws of the State of Texas relating to water and adopting rules necessary to carry out its powers and duties under the TWC The commission under the authority of the TWC and the Texas Health and Safety Code requires owners to provide notice to the public that certain types of OSSFs are located on specific pieces of property To achieve this notice the commission requires a recorded affidavit Additionally the owner must provide proof of the recording to the OSSF permitting authority This recorded affidavit is not a representation or warranty by the commission of the suitability of this OSSF nor does it constitute any guarantee by the commission that the appropriate OSSF was installed

II An OSSF requiring a maintenance contract according to 30 Texas Administrative Code

sect285 91(12) will be installed on the property described as

Ltq11 ~we Jr+ 6 ~vcrf 5urve- IJ4 slt7 1

1bJtfre--cf- 1 b ~7

The property is owned by boom-er oco LL (_ I

This OSSF must be covered by a continuous service policy for the first two years After the initial two-year service policy the owner of an aerobic treatment system for a single family residence shall either obtain a maintenance c ontract within 3 0 days or maintain the system personally

Upon sale or transfer of the above-described property the permit for the OSSF shall be transferred to the buyer ornew owner A copy of the planning materials for the OSSF may be obtained from ( L-0-t 1 ) bull

IN WITNESS WHEREOF (s)he has hereto set hisher hand

Print Name-=~~~----~~+=~-shy

I hereby certify that ~ ecs - J J h known t o me t o be the affiant in the foregoing affidavit personally appeared before me this day and having been by me duly sworn deposes and says that the facts set forth in the above affidavit are true and correct

WITNESS MY HAND AND OFFICIAL SEAL THIS THE l DAY OF z_CIJ

Seal Filed and Recorded Official Public Records Bobbie Koepp Counly Clerk Coma County Texas 01092018 02 0022 PM LAURA 1 Page(s) 201806001488

-~~

Notary ub ic State of My Commission Expires ____________ _

HOYT SEIDENSTICKER MY COMMISSION EXPIRES

May52019

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WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT

Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051

Email ____________ _

I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services

LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein

11 Effective Date This Agreement commences on Lf D and ends on __________ _

for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty

ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either

party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract

IV Services Contractor will

a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer

b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel

c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification

d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)

e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the

date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer

ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer

Customers Initials BS

Contractors Initials

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VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Revised

Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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Revised

ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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Revised

ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

rabsah
Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 9: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

WASTEWATER TREATMENT FACILITYY MONITORING AGREEMENT

Regulatory Authority _______ _ Block Creek Aerobic Services LLC 444 A Old Hwy 9 Comfort TX 78013 Off (830) 995-3189 Fax (830) 995-4051

Email ____________ _

I Gener~ 1bis Work for Hire Agreement (hereinafter referred to as Agreement) is entered into by and between cgt ltgt 1R d- C c o 1 ~4hereinafter referred to as Customer) and Block Creek Aerobic Services

LLC By this agreement Block Creek Aerobic Services LLC and its employees (hereinafter inclusively referred to as Contractor) agree to render services at the site address stated above as described herein and the Customer agrees to fulfill hishertheir responsibilities as described herein

11 Effective Date This Agreement commences on Lf D and ends on __________ _

for a total of two (2) years (initial agreement) or one (1) year (thereafter) If this is an initial agreement (new installation) the Customer shall notify the Contractor within two (2) business days of the system s first use to establish the date of commencement If no notification is received by Contractor within ninety (90) days after completion of installation or where county authority mandates the date of commencement will be the date the License to operate (Notice of Approval) was issued by the permitting authority 1bis agreement may or may not commence at the same time as any warranty period of installed equipment but in no case shall it extend the specified warranty

ill Termination of Agreement 1bis Agreement may be terminated by either party for any reason including for example substantial failure of either

party to perform in accordance with the terms of this Agreement without fault or liability of the terminating party The terminating party must provide written notice to the non-terminating party thirty (30) days prior to the termination of this Agreement If this Agreement is terminated Contractor will be paid at the rate of $7500 per hour for any work performed and for which compensation has not been received After the deduction of all outstanding charges any remaining monies from prepayment for services will be refunded to customer within thirty (30) days of termination of this Agreement Either party terminating this Agreement for any reason including non-renewal shall notify in writing the equipment manufacturer and the appropriate regulatory agency a minimum of thirty (30) days prior to the date of such termination Nonpayment of any kind shall be considered breach of contract and a termination of contract

IV Services Contractor will

a Inspect and perform routine upkeep on the On-Site Sewage Facility (hereinafter referred to as OSSF) as recommended by the treatment system manufacturer and required by state andor local regulation for a total of three visits to site per year The list of items checked at each visit shall be the control panel Electrical circuits timer Aeration including compressor and diffusers CFMIPSI measured lids safety pans pump compressor sludge levels and anything else required as per the manufacturer

b Provide a written record of visits to the site by means of an inspection tag attached to or contained in the control panel

c Repair or replace if Contractor has the necessary materials at site any component of the OSSF found to be failing or inoperative during the course of a routine monitoring visit If such services are not covered by warranty and the service(s) cost less than $10000 Customer hereby authorizes Contractor to perform the service(s) and bill Customer for said service(s) When service costs are greater than $10000 or if contractor does not have the necessary supplies at the site Contractor will notify Customer of the required service(s) and the associated cost(s) Customer must notify Contractor of arrangements to affect repair of system with in two (2) business days after said notification

d Provide sample collection and laboratory testing ofTSS and BOD on a yearly basis (commercial systems only)

e Forward copies of this Agreement and all reports to the regulatory agency and the Customer f Visit site in response to Customer s request for unscheduled services within forty-eight (48) hours of the

date of notification (weekends and holidays excluded) of said request Unless otherwise covered by warranty costs for such unscheduled responses will be billed to Customer

ot required Xrequired The responsibility to maintain the disinfection device(s) and provide any necessary of the Customer

Customers Initials BS

Contractors Initials

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VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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Revised

ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

rabsah
Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---

rabsah
Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 10: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

VI Electronic Monitoring Electronic Monitoring is not included in this Agreement

VII Performance of Agreement Commencement of performance by Contractor under this Agreement is contingent on the following conditions

a If this is an initial Agreement (new installation) I Contractors receipt of a fully executed original copy or facsimile of this agreement and all

documentation requested by Contractor If the above conditions are not met Contractor is not obligated to perform any portion of this Agreement

VIII Customers Responsibilities The customer is responsible for each and all of the following

a Provide all necessary yard or lawn maintenance and removal of all obstacles including but not limited to dogs and other animals vehicles trees brush trash or debris as needed to allow the OSSF to function properly and to allow Contractor safe and easy access to all parts of the OSSF

b Protect equipment from physical damage including but not limited to that damage caused by insects c Maintain a current license to operate and abide by the conditions and limitations of that license and all

requirements for and OSSF from the State andor local regulatory agency whichever requirements are more stringent as well as the proprietary system s manufacturer recommendations

d NotifY Contactor immediately of any and all alarms andor any and all problems with including failure of theOSSF

e Provide upon request by Contractor water usage records for the OSSF so that the Contractor can perform a proper evaluation of the performance of the OSSF

f Allow for samples at both the inlet and outlet of the OSSF to be obtained by Contractor for the purpose of evaluating the OSSFs performance Tf these samples are taken to a laboratory for testing with the exception of the service provided under Section IV (d) above Customer agrees to pay Contractor for the sample collection and transportation portal to portal at a rate of $3500 per hour plus the associated fees for laboratory testing

g Prevent the backwash or flushing of water treatment or conditioning equipment from entering the OSSF h Prevent the condensation from air conditioning or refrigeration units or the drains of icemakers from

hydraulically overloading the aerobic treatment units Drain lines may discharge into the surface application pump tank if approved by system designer

i Provide for pumping and cleaning of tanks and treatment units when and as recommended by Contactor at Customer s expense

j Maintain site drainage to prevent adverse effects on the OSSF k Pay promptly and fully all Contractors fees bills or invoices as described herein

IX Access by Contractor Contractor is hereby granted an easement to the OSSF for the purpose of performing services described

herein Contractor may enter the property during Contractor s normal business hours andor other reasonable hours without prior notice to Customer to perform the Services andor repairs described herein Contractor shall have access to the OSSF electrical and physical components Tanks and treatment units shall be accessible by means of man ways or risers and removable covers for the purpose of evaluation as required by State andor local rules and the proprietary system manufacturer It is Customers responsibility to keep lids exposed and accessible at all times

X Limit of Liability Contractor shall not be held liable for any incidental consequential or special damages or for economic loss due to

expense or for loss of profits or income or loss of use to Customer whether in contract tort or any other theory In no event shall Contractor be liable in an amount exceeding the total Fee for Services amount paid by Customer under this Agreement

XI Indemnification Customer (whether one or more) shall and does hereby agree to indemnifY hold harmless and defend Contractor and

each of its successors assigns heirs legal representatives devisees employees agents andor counsel (collectively Indemnitees) from and against any and all liabilities claims damages losses liens causes of action suits fines judgments and other expenses (including but not limited to attorneys fees and expenses and costs of investigation) of any kind nature or description (hereinafter collectively referred to as Liabilities) arising out of caused by or resulting in whole or in part from this Agreement

TillS INDEMNITIFCA TION APPLIES EVEN IF SUCH LIABILITIES ARE CAUSED BY THE CONCURRENT OR U ORY NEGLIGENCE OR BY THE STRICT LIABILITY OF ANY INDEMNITEE

Customers Initials BS

Contractors Initials

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Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

rabsah
Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

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bull bull

bull bull bull bull bull bull

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bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

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See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

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I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

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bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

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lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 11: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

Customer hereby waives its right of recourse as to any Indemnitee when Indemnification applies and Customer shall require its

insurer(s) to waive itstheir right of subrogation to the extent such action is required to render such waiver of subrogation effective Customer shall be subrogated to Indemnitees with respect to all rights Indemnitees may have against third parties with

respect to matters as to which Customer provides indemnity andor defense to Indemnitees No Indemnification is provided to Indemnitees when the liability or loss results from (1) the sole responsibility of such Indemnitee or (2) the willful misconduct of

such Indemnitee Upon irrevocable acceptance of this Indemnification obligation Customer in its sole discretion shall select and

pay counsel to defend Indemnitees of and from any action that is subject to this Indemnification provision Indemnitees hereby covenant not to compromise or settle any claim or cause of action for which Customer has provided Indemnification without the

consent of Customer

XII Severability If any provision of the Proposal and Contract shall be held to be invalid or unenforceable for any reason the

remaining provisions shall continue to be valid and enforceable If a court finds that any provision of the Agreement is invalid or unenforceable but that by Limiting such provision it would become valid and enforceable then such provision shall be deemed to be written construed and enforced as so limited

Xlll Fee for Services The Fee for Services does not include any fees for equipment material labor necessary for non-warranty repairs

unscheduled inspections or Customer requested visits to the site

XIV Payment Full payment is due upon execution of this Agreement (Required of new Customer) For any other service(s) or

repair(s) provided by Contractor the Customer shall pay the invoice(s) for said service(s) or repair(s) within thirty (30) days of the invoice date The Contractor shall mail all invoices on the date of invoice All payments not received within thirty (30) days from the invoice date will be subject to a $2900 late penalty and a 15 per month carrying charge as well as any reasonable attorneys fees and all collection and court costs incurred by Contractor in collection of unpaid debt(s) Contractor may terminate contract at any time for nonpayment for services Any check returned to Contractor for any reason will be assessed a $3000 return check fee

XV Aoplication or Transfer of payment The fees paid for this agreement may be transferred to subsequent property owner(s) however this Agreement is not

transferable Customer shall advise the subsequent property owner(s) of the State requirement that they sign a replacement agreement authorizing Contractor to perform the herein described Services and accepting Customers Responsibilities This replacement Agreement must be signed and received in Contractor s offices within ten (10) business days of date of transfer of property ownership Contractor will apply all funds received from Customer first to any past due obligation arising from this Agreement including late fees or penalties return check fees andor charges for services or repairs not paid within thirty (30) days of invoice date Any remaining monies shall be applied to the funding of the replacement Agreement The consumption of funds in this manner may cause a reduction in the termination date of effective coverage per this Agreement See Section IV

XVI Entire Agreement This agreement contains the entire Agreement of the parties and there are no other conditions in any other agreement

oral or written

Block Creek Aerobic Services LLC Contractor MC 0000042 and MC0000002

Customers Initials BS

Contractors Initials

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Revised

ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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Revised

ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

rabsah
Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

rabsah
Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

rabsah
Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

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1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

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Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

middot middot __

i i i j

I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 12: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

Date Soil Survey Performed 132018

Site Location 1275 Stoney Ridge road

Name of Site Evaluator Hoyt Seidensticker Registration Number OS0008771

Proposed Excavation Depth _____________ 1~8L~middot n~cuhe~s~ ______________ Coun~ ___________ C~o~m~a~l-

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin Number 1 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

o ~ Ill Clay loam lt30 None

1~

2 2Qj_n fractured rock yes fractured rock

3_

4 ---5

Soil BorinJ Number 2 Drainage

Depth Texture Gravel (Redox Features Restrictive (feet) Class Soil Structure Analysis Water Table) Horizon

0--- Ill Clay loam lt30 None

1 ---2 20 in fractured rock yes fractured rock --3f--

4 ---5

Features of Site Area Presence of 1 00 year flood zone yes ___lL No __

Presence of adjacent ponds streams water improvements Yes ____ No_x_

Existing or proposed water well in nearby area

Organized sewage service available to lot or tract

Recharge feature within 150 feet

Yes_x ___ No __

Yes No_x_

Yes ____ No_x_

Observations (color consistence)

Brown

Observations (color consistence)

Brown

By my signature 1 herby certify that the information provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the information contained in this report my be grounds to revoke or suspend my license The site evaluation

determined the site is suitable for a Spray Distribution disposal system with Aerobic treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to inform them of

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Revised

ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

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date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

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bull bull bull bull bull bull

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1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

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Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

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I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

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_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 13: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

ON-SITE SEWERAGE FACILITY Site Evaluation Report Information

Date 132018

Applicant Information Site Evaluator Information

Name Boomer and Coco LLC Name Hoyt Seidensticker

Address 21422 Catline Ct Company Land Stewardship Services LLC

l -~

City __ SA_ __ State Texas

Phone

Zip 78258 Address 1-=c8=22=---FM=-47-=-3------------

---------------------- City Boerne State Texas Zip 78006

Phone (210) 414-6603 Fax (830) 336-4697

Property Location

Lot Block Sub Installer information --- ---- ---------StreetRoad Address 1275 Stoney ridge Rd Name _____ __Unkno-=-=w--n------------

City Bulverde State Texas Zip 78163 Company ----------------

Unincorporated Area Y or N Y Address -----------------------------Additional information City State Zip ------ ----- ---------

Phone Fax -------------------------=s~c~h_e_m_a~t-icoflotorTract -------------Show

Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies) water im oundments areas cut or fill bank sharp slopes and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

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Revised

100 yr flood plain does exist on this tract

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Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

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Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

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1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

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HOYT SEIDENSTICKER 1 f middot middot ~

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area for doubling the spray area

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Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

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See Note 8

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See Note 7

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Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

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L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

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Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

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I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

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$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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CCEO Copy

IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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i i i j

I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 14: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

372018 558PM ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Property Information

St Address 1275 Stoney Ridge Road

City Bulverde

Zip code 78163

State Texas

Predicted Quantity of Sewage (Q)

Water Saving Devises in bldgs (yn) yes

Gallonsday (Q) 1200

Greywater included (yesno) no

Rate of Adsorption (Ra)

Application rate (gsq ft) 0064

Minimum Adsorptive Area (sq ft) 18750

Aerobic Unit

Required size of aerobic unit 3 -1500 gpd

Pretreatment Tank (gallons) 1250

Class 1 Aerobic Unit NuWater 1500

Pump tank total capacity (gal) 3000

Chlorination Liquid installed in Tank

Pump Switch operation Float system

Dosing cycle quantity (gals) Varied

Cycling time ___ nig_h_t _tim_e_

Building Information

No of People see below

Sq footage (Approx) _____ s_ee __ b_el_o_w_

Water Supply Well

Supply Line from buildings

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of Supply line (in) 3 or 4

Supply Line For Spray Irrigation System

Length of supply line (approx ft) see site map

Type of supply line SCH 40 PVC

Size of supply line (in) 1

Pump size and capacity Franklin E-Series 20 GPM

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

u LL~ _3__~)_- l ~~--Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date ---oF~ -~ ~middot middot middotmiddot middot middot middot -~- ltbull middotmiddot bull middotmiddotmiddot -~ middot ~ I HOYT SEOENSTIOltER I ~- middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middot middotmiddot middot middotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddot middotmiddot ~ 1middotmiddot 3588 jf

omiddotmiddot ~~ l~fi~ ~ t~Er ----

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

1

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

rabsah
Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

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date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

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bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

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_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 15: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC This design is for an event center for approximately 150 people on Friday generating 600 gallons and

approximately 500 people on Saturday generating 2000 gallons and approximately 150 people on Sur

Sunday generating 600 gallons Therefore the total is 3200 gallons and will use the weekly averaging

since a equalizationdosing tank is being designed for this system Therefore the average daily

flow is 457 gallons per day

This design will also be for kitchen facility preparing food for catering Dishwasher will generate

approximately 350 gallons per day The three compartment sink will generate approximately 225 galllt

per day The catering trucks at 5 trucks per day generating 30 gallons will equal 150 gallons per day

Therefore the total flow is 1182 gallons per day I will round up to 1200 gallons per day for the design

of this septic system

Flow from the Kitchen facilities will flow to grease trap and then to the EqualizationDosing Tank

Sizing of grease trap Meals served at Peak hour (No) Waste Flow Rate (gallons) a With dishwashing machine 6 gallon flow b Without dishwashing machine 5 gallon flow c Single service kitchen 2 gallon flow d Food waste disposer 1 gallon flow Retention Times (hours) Commercial kitchen waste - Dishwasher 25 hours Single service kitchen - Single serving 15 hours Storage Factors Fully equipped commercial kitchen 6 hour operation 1

16 hour operation 2

24 hour operation 3 Single Service Kitchen 15 MealsWaste FlowRetention TimeStorage Factor =

Minimum size of grease trap 1500 gallons

300 2

15

15

1350 gallons

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modi ications made to design must be approved by the below signed designer

Date

2

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372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

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Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

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rabsah
Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

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bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

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See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

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L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 16: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Grease trap will be buried so as to intercept the building sewer It must be level located where it is easily accessible for inspection and cleaning or servicing Where efficient removal of grease is very important an improved two-chamber trap will be used which has a primary (or grease-separating) chamber and a secondary (or grease-storage) chamber By placing the trap as close as possible to the source of wastewaters where the wastewaters are still hot the separating grease at the surface of the first chamber can be removed by means of an adjustable weir and conveyed to the separate secondary chamber where it accumulates cools and solidifies This decreases the requirement for cleaning and allows better grease separation in the first chamber

Cleaning should be done when 75 of the grease-retention capacity has been reached A common pumping frequency would be every month Observation of the grease trap will be required to effectively keep the grease trap operating properly and determining pumping schedule Grease traps should be pumped at a minimum of twice per year or on a more frequent basis if the maintenance provider inspects grease trap and finds it greater than 75 grease-retention capacity is reached

Flow from the restrooms in the event center will flow to a 1250 gallon trash tank then to the equalizatic

dosing tank

Three 3000 gallon concrete tanks will be installed and plumbed together to make 9000 gallons of

capacity for the equalizationdosing tank

It will collect and store the uneven flows from the building during the day

The 9000 gallons tank battery will also serve as a dosing tank to dose the aerobic units

The timer will be set up to dose the aerobic unit all day long including during the

night time when there is no flow going to the eqdosing tanks The timer will be set to dose the

1200 gallons every 24 hour period Therefore at the beginning of each day the

tank will be empty ready to hold another days flow The tank will not be completely dry There will

be enough water to cover the pump so the pump stays submerged in water

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

~ 1- I - I J__ I ---(F~bull fl ~ J- ~ ) [~~~middot~lt~

Hoyt SeideStiCk~r RS No 3588 Date ~~~Ymiddot~~t-i0~j Land Stewardship Services LLC 1822 FM 473 1r1~~ifirrcent5JY Boerne Texas 78006 r -Cell (21 0) 414-6603

3

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372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

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372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---

rabsah
Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

rabsah
Revised
rabsah
Revised
rabsah
Void
rabsah
Void
rabsah
Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 17: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

372018 558PM

ON-SITE SEWERAGE FACILITY Aerobic with Spray Distribution System

DESIGN CRITERIA Boomer and Coco LLC

Dual single sewage pump (StaRite DC 250 11 OT) or equivalent will be installed in the 9000 gallon

equalizationdosing tanks and set to dose the aerobic unit every hour with 50 gallons

This will be accomplished by flow control valves The valves will be set by timing the amount of gallor

discharged to the aerobic units The valves will be adjusted to get the proper flow to the aerobic

units The pumps shall be capable to pump up to 15 gpm at 16 feet of head pressure

A cyclic counter will be installed on the dosing pump to measure the number of times the pumps

come on A elapsed time meter will be installed on the dosing pump to measure the run time of the

pumps The counter and meter will be used to calculate the volume of effluent being dosed to the

aerobic units The counter and meter will be read by the maintenance provider when he conducts

his inspection

Calculate the BOD of the Kitchen facilities for sizing of the aerobic units

BODS = 1200 gpd 120000 mgltr

1000000

834 gal

BODS = 120096 Lbs of BOD produced per day

Therefore will install three NuWater 1500 gpd units

Treated effluent will be disinfected by a LBC 200-1500

13S Lbs of BOD three 1SOO gpd unit reduces

0 Lbs of BOD

Unit in the pump tank before being disposed of through above ground sprinkler heads

All warning systems shall be installed with the aerobic unit

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

Hoyt se~StiCJ((r RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

Date

4

rabsah
Revised

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

rabsah
Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

rabsah
Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

ftQmiddotmiddot ~~ 11~-illlifli-shy )_~R t---

rabsah
Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

rabsah
Revised
rabsah
Revised
rabsah
Void
rabsah
Void
rabsah
Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

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lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 18: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

372018 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC REIStD Dual effluent pumps will be installed in the 3000 gallon pump tank and each pump will alternate in

dosing with pump one dosing zone 1 and pump two dosing zone 2

Dual pump 1 will be set to dose zone 1 of three spray heads at 155 gpm for 398 minutes or

61735 gallons on 964908 sq ft of spray area The timer will be set to rest 15 minutes before

dual pump 2 kicks on and doses zone 2 of four spray heads at 155 gpm for 398 minutes

or 61735 gallons on 964608 sq ft of spray area

The zone rotation will be accomplished by using a K-Rain switching valve

Liquid chlorination will be installed in the pump tank to chlorinate the effluent prior to being

discharged to the spray area

Specifics for Zone 1

Supply Line For Spray Irrigation System Sprinkler Head Information

Length of supply line (approx ft) 525 K-Rain sprinkler head PROPLUS low angle nozzle

Type of supply line Purple SCH 40 No 4 40psi GPM 39

Size of supply line (in) 1 No 4 40psi GPM 39

Head Pressure No 4 40psi GPM 39

Elevation Head 4

Pressure Head 92 Friction Head 21

Gallons per minute __ 11__ 7 __ 1t (32t = 321536

Total head 117 1t (32)L = 321536

1t (32)L = 321536

Disposal Area per this Zone Total for Zone 1 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifi ations made to design must be approved by the below signed designer

Hoyt Seidensticker RS No 3588

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603

5

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Revised

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

rabsah
Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

rabsah
Revised
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Revised
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Void
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Void
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Void

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

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_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

    rabsah
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    Revised
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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 19: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

372018 558PM ON-SITE SEWERAGE FACILITY

DESIGN CRITERIA Aerobic with Spray Distribution System

Specifics for Zone 2 Boomer and Coco LLC ~middot~ f

bull 1 Rt ID ~ L v N tk ~ Supply Line For Spray Irrigation System

Length of supply line (approx ft) 588

Type of supply line Purple SCH 40

1 Size of supply line (in) -------Head Pressure

Elevation Head 4

Pressure Head 92 Friction Head 2352

Total head 1195

Disposal Area per this Zone

Sprinkler Head Information Y amp1

K-Rain sprinkler head PROPLUS low angle nozzle

No 4 40psi GPM 39

No 4 40psi GPM 39 No 4 40psi GPM 39

Gallons per minute 117 1t (32t = --32_1_5-3-6-

n (32)L = 321536

1t (32)L = 321536

Total for Zone 2 964608

Timer will be set to pump approximately but no more than 61735 gallons to this zone per day

Therefore 18750 square feet is required and the total square footage covered is 1929216

A water meter will be installed on each line from each pump to the different zones It is

recommended that the meter be read once a week to give the maintenance provider an idea of

water usage The water meter shall be read every other month by the maintenance provider

when he conducts his inspection

Land acceptable for surface application shall have a flat terrain (with less than or equal to 15

slope) Sloped land (with greater than 15 slope) may be acceptable if it is properly

landscaped and terraced to minimize runoff There shall be nothing in the surface application

area within ten feet of the sprinkler which would interfere with the uniform application of the effluent

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective December 27 2012) The above design was based on the

best available information and should function properly under normal operating conditions

All changes or modifications made to design must be approved by the below signed designer

Land Stewardship Services LLC 1822 FM 473

Boerne Texas 78006

Cell (210) 414-6603 6

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Revised

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

----oF~

J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Revised
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Revised
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Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

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l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

middot middot __

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I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 20: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

3n12o18 558PM

ON-SITE SEWERAGE FACILITY DESIGN CRITERIA Aerobic with Spray

Distribution System Boomer and Coco LLC Areas that rock is exposed must be covered with a suitable amount of material acceptable to the

inspecting authority Areas that are bare or have been disturbed must be seeded or sodded with

a mixture of rye and bermuda grasses or other grass species prior to system operation

A maintenance contract for the entire system must be established at time of installation with

someone holding a license to maintain the installed aerobic system The maintenance contract

will read that the system will be inspected every month ( 12 times per year)

Once per year a grab sample must be taken from the pump tank and analyzed for BOD5

and TSS and must be a minimum acceptable level of not to exceed 65 mg1 The sample will be taken from the pump tank when the pump tank is full

At every inspection a Total Chlorine Residual test must be conducted on the effluent in the pump tank and must be a minimum acceptable level of 1 mg1 residual

All design criteria is in accordance with TCEQ Title 30 TAC Chapter 285 Subchapter D On-Site Sewage Facilities (Effective December 27 2012) The above design was based on the best available information and should function properly under normal operating conditions All changes or modifications made to design must be approved by the below signed designer

Hoyt Seidens ick RS No 3588 Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006 Cell (210) 414-6603

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J - ~~middotmiddotmiddot middotmiddotmiddotmiddotmiddot ~~ o middotmiddot middotmiddotmiddotbull l middot middot ~ ~ middot L ~ _____ ___-+bull 11lHOiffif-SESEIOENSTICKER I

date r~middotmiddotmiddotmiddotmiddotmiddotmiddot358amiddotmiddot middotmiddot middotmiddotj

7

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Revised

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

bull bull

bull bull

bull bull bull bull bull bull

bull bull

bull bull

1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

rabsah
Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

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See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

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L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

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J -~ -

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j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

middot middot __

i i i j

I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

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    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

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    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 21: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

100 yr flood plain does exist on this tract

bull

Scale1 =1 00 Site Map

permit 102132

all sewer lines installed under concrete will need to be installed schedule 80 pvc

Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

bull

bull 100

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

99 This design complies with all provisions of the bull Edwards Contributing Zone and does not require an Edwards

bull Contributing Zone plan because it falls under the percentage bull 98 of impervious cover and their is not a

areamiddot designated for doubling recharge feature within 150 of the proposed septic system bull treatment tanks Risers must be permanently fastened to the tank lid or cast into the tank

bull The connection between the riser and the tank lid must be watertight lion eqdosing tanks Risers must be fitted with removable watertight caps and protected

e er with dual pumps ~gainst unauthorized intrusions by either a padlock a cover that can be g aerobic units bull removed with specialized tools a cover having a minimum net weight of

295 kilograms (65 pounds) set into a recess of the tank lid or any other bull means approved~ the executive director

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bull bull bull bull bull bull

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1tlere sewer line crosses drivew line must be either sleeved in a sch 40 pvc or installed sch 80

ltr- ( y ) __ -~~~-~ ~~~~ ~ middotmiddotmiddot ~ middotmiddot bull bull tl-l middot f ~

HOYT SEIDENSTICKER 1 f middot middot ~

1)middotmiddot 35818 ~ middot~r~~4middot lli~ (tj __

area for doubling the spray area

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Revised

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

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bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

middot middot __

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I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 22: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

REVISED a 1 3 2 a 828am Aug 13 2015

-

RECEIVED

MAY 2 6 2000

COUNTY ENGrNlER

-

CAM

1276 STONY RIDGE ROAD

No347

GREG W JOHNSON PE

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Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 23: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ
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Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

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l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 24: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

Tank Specs Aerobic with Spray Distribution System Boomer and Coco LLC 1275 Stoney Ridge Rd Bulverde Texas 78163 Carnal County

Septic tanks buried more than 12 inches below the ground shall have risers over the port openings The risers shall extend from the tank surface to no more than six inches below the ground A secondary plug cap or other suitable restraint system shall be proved below the riser cap to prevent tank entry if the cap is unknowingly damages or removed

149

60 1065897 gallons

6inches

146 1500 gallon grease trap

96

111

34

153 t bullbull

1250 gallon trash septic tank middot Risers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight Risers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be removed with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other means approved by the executive director

pump on-off ftoatwith4 tether

99

111

794948 gallons

Pol I Ill Seal

High VVater Alarm

096 gallons 79

pump on-off float with 4 tether

72576 gallons 99

87

111 3000 gallon concrete tank 3000 gallon concrete tank 3000 gallon concrete tank

~~~ll~

See Note 8

~

See Note 7

seeNote6~

Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

I 1- - tL ~Outlet

bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

bullI I I bull

639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

_L Jmiddotgt 4 4

bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 25: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

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Inlet r- ---- ~ - ltef t ~

MINIMUM EXCAVATION DIMENSIONS Width 80 Length 156

middot -- ~middot_---middot~------~~ - -

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bullbull 12 ioi rll Gal ~-middot Clarlner 66 12

1-----_J poundR_--- - Flowline-- -

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639 Gal Aeration

144

Aeration 1121 I

middot 326 Gal bull

Oiffubullebull Babull I

July 2010 By AS

Scale

GENERAL NOTES

1 Plant structure material to be precast concrete and steel 2 Maximum burial depth Is 30 from slab top to grade 3 Weight = 16600 lbs 4 Treatment capacity Is 1500 GPD bull 5 BOD Loading = 450 lbs per day 6 20 fiJ acess riser w lid (Typical 3) Optional extension

risers available 7 PVC Air Line to Blo-Roblc B-1500 Air

Compressor (Max 50 Lft from Plant) 8 4 min compacted sand or gravel pad by Contractor 9 Requires minimum 1000 gallon trash tank unless otherwise

specified by engineering

~I- ----A-----+ db

1 G1 79

middot middotmiddot1 1--------tmiddot

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bull - --~~~- middot ~~ ~~~~t~middoti-~ ~~70~-~S ~-~ 5~~~ ~ ~~~~~middot~~tS~- ) middot~ -~

L _j Advantage Wastewater Solutions lie 444 A Old Hwy No 9

NuWater E-1500 Duel Aeration Aerobic Treatment Plant (Assembled) All Dimensions subject to a llowable spedncaUoo ~~YJpoundt~ Comfort TX 78013

830-995-3189 tolerances

fax 830-995-4051 Model E-1500 Dwg ADV-BlS00-2

Thermoplastic Performance en rn a a w 1-1-

(j) w 10GPM w w n u

w 1- (j) w w w 20GPM n u

300 700 600

200 --5hp - 250

250 150 500 -2hp ~-middot-

200

50 200 400 15middothpmiddotmiddot

150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

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10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

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NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

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Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

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$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

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$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

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RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 26: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

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150 100

00 150 300 1 hp

-34hp 100 100 200 -

50 12hp

50

50 100 -

50 100

0 0 0 2 4 6 10 12 14 16 GPM 0 0 2 4 6 6 10 12 14 16 18 20 22 24 26GPM

0 bull 05 10 15 20 25 30 ~5 M3PH

0 2 3 4 MPH

Thermoplastic Units Ordering Information ~ 2 - ~ 5 r- Sngle-Phase middots

-- ~--- - --- -- - --- - - - --- -- - - - - - - - - - -

Order No Model GPM l-P middot~i~ 1 re middotmiddot 94741005 1 Oi=E05P4-2W115 10 12 115 2 24 94741010 1 OFEOSP4-2W230 10 12 - 230 - - 2 24 94741015 1 OFE07P4-2W230 10 34 230 2 28 94741020 1 0=~1 P4-2W230 ~ -- 1o

1 230 - 2 31 94741025 1 OFE15P4-2W230 10 15 230 2 46 94742005 26FE05P4-2W115~- 2o 12 ff-5 ~ 2 25 94742010 20FE05P4-2W230 20 12 230 2 25 94742015 20FE07P4-2W230 20 314 ~0 2 28 94742020 20FE1 P4-2W230 20 1 230 2 31 94742025 20Fff5P4-2W230 20 15 230 2 40

TliemoJasJ 1 2 bull 2 HP P JD EidS - - - - - - -

Order flo flodei Qp1 HP 1 re 11

94751005 94751010

- 9~751015

94751020 94752005 94752010 ~- -

94752015 94752020 94752025

10J=EOSP~PE 1 OFE07P4-PE 10FE1P4 PE

10FE15P4-PE 20FE05P4-PE 20FE07P4-PE ---20FE1P4-PE 2oi=E15P4-PE 20FE2P4-PE

10 10 10 10 20 20 20 20 20

12 34 1

15 12

- i4 1

15 2

NA NJA NA NJA NJA NlA NIA N7A NA

NIA NA NIA NJA NIA NIA NA NJA NA

6 7 8

12 6 7 8

10 11

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

~ r -~

J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

middot middot __

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I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 27: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

PROPLUSTM The PROPLUS adjustable arc and full-circle gear driven rotor comes standard with nine numerically coded interchangeable nozzles Excellent nozzle performance delivers an exceptional fall out pattern In independent testing by CIT the PRO PLUS delivered up to 90 uniform coverage

Also Available 12 High Pop Shrub Head and Reclaimed Water models

Tough proven and advanced the PROPLUSw is the leader in its class Set it and forget it Arc Memory Clutch returns the rotor to its preset position Technology works for you

MODELS 11003 11003-HP 11003-SH

ProPus ProPus 12 High Pop ProPus Shrub Head

OlliER OPTIONS ADD TO PMT -BER

-CV Check Valve -LA Low Angle Nozzle -NN No Nozzle -RCW ProPus for Reclaimed Water wLow Angle Nozzle

EASY ARC SETTING Arc Selection 40 to Continuous 360 Adjust From Lett Start

HOW TO SPECIFY

~~ L Model Number L Description

RAIN

K-Rain Manufacturing Corp 1640 Australian Avenue Riviera Beach FL 33404 USA +1 561 844-1002

FAX + 1 561 842-9493

180073572461 wwwkraincom

KAN0111 OJroflugt_catSheclindd 2

SPECIACATIONS Inlet 34 Threaded NPT Arc Adjustment Range

40deg to Continuous 360deg

Flow Range 5-100 GPM

Pressure Rating 20 - 70 PSI

Precipitation Rate 06 to 50 Inches Per Hour (Depending on Spacing and Nozzle Used)

PERFORMANCE DATA

PH~ SSUfU RAUlUS flOW ll011l ES PSI FT GPM

1105 30 28 5 40 29 6 50 29 7 60 30 8

11075 30 29 7 40 30 8 50 31 9 60 32 10

1 30 32 13 40 33 15 50 34 16 60 35 18

2 30 37 24 40 40 25 50 42 30 60 43 33

25 30 38 25 PREmiddotINS1AUED 40 39 28

50 40 32 60 41 35

f3 30 38 36 40 39 42 50 41 46 60 42 50

30 43 44 40 44 51 50 46 56 60 49 59

116 40 45 59 50 46 60 60 48 63 70 49 67

118 40 42 80 50 45 85 60 49 95 70 50 100

PRESillR~ RADIUS FLOW NOZZlpound5 ISI FT GPM

1 30 22 12 40 24 17 50 26 18 60 28 20

3 30 29 30 40 32 31 50 35 35 60 37 38

114 30 31 34 40 34 39 50 37 44 60 38 47

6 40 38 65 50 40 73 60 42 80 70 44 86

Overall Height (Popped Down) 7 12 I 17 for High Pop

Recommended Spacing 28 to 44

Radius 22 to 50

Nozzle Trajectory 26deg

low Angle Nozzle Trajectory 12deg

Standard and low Angle Nozzle Included

Riser Height 5

PRtSSURl HAUIUi FlOW tiOlllES 11(1pound~~ l Yltli

05 206 20 85 189 11 275 30 88 227 14 345 35 88 265 16 413 40 91 303 18

11075 206 20 88 265 16 275 30 91 303 18 345 35 94 341 20 413 40 98 379 23

1 206 20 98 492 30 275 30 101 568 34 345 35 104 605 36 413 40 107 681 41

2 206 20 113 908 54 275 30 122 946 56 345 35 128 1135 68 413 40 131 1249 75

25 206 204 116 946 57 PRE-1NS1AUED 275 272 119 1060 64

345 340 122 1211 73 413 408 125 1325 79

3 206 20 11 6 1363 81 275 30 119 1589 95 345 35 125 1741 104 413 40 128 1892 113

114 206 20 131 1665 99 275 30 134 1930 115 345 35 140 21 19 127 413 40 149 2233 133

116 206 30 137 2233 133 275 35 140 2271 136 345 40 146 2385 143 413 50 149 2535 152

118 206 30 128 3028 181 275 35 137 3212 192 345 40 148 3595 215 413 50 153 3785 227

METRIC

PR[SSURpound ~AOIJS now tiOlllfS middot l-oK~ lorH~ bull H

1 207 204 671 454 27 275 272 732 643 39 344 340 792 680 41 413 408 853 756 46

3 207 204 884 1134 68 275 272 975 1172 71 344 340 1067 1323 80 413 408 1158 1436 87

4 207 204 945 1285 78 275 272 1036 1474 89 344 3~~ 1128 1663 1~0 413 40 11 s8 11 n 1 1

116 275 272 11 58 2457 148 344 340 1219 2759 176 413 4~ 1280 3024 182 482 47 1341 3251 196

Data represents test results in zero wind Adjust for local cooditions Radius may be reduced with nozzle retentioo screw

e K-Rain Manufacturing Corporation AN ISO 9001 2000 CERTIFIED COMPANY L-10011

41211110 1139 AM I

POOR QUALITY 201706051125 11212017 095642 AM 16

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J -~ -

middot -r _

j

Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

bull bull

I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

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    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 28: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

POOR QUALITY 201706051125 11212017 095642 AM 16

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Notice of confidentiality rights If you are a natural person you may remove or strike any or all of the foHowiltg information from any instrument that transfermiddots an interest in real prmiddotopcrty before it is filed for record in the public records your Social Security number or your drivers Jicense number

General Warr-anty Deed

Date November ZQ 2017

Grantor Bret Stewart and wife Melissa Stewart

Grantors Mailing Address

303 Talbert Avenue Simi Valley California 93065

Grantee BOOMER amp COCO LLC a Texas limited liability company

Grantees Mailing Address

21422 Catlin Ct San Antonio Texas 78258

Consideration TEN DOLLARS ($1000) and other good and valuable consideration the receipt and sufficiency of which are hereby acknowledged

Propermiddotty (including any impmvements)

A 4937 Acre Tract of land situated about 168 miles N 71 o W of New Braunfels in Coma( County Texas out of Survey No 347 Abstract 367 Daniel Lewis original grantee and all of a 4935 Acre Tract conveyed from Steve Mathis et ux to Bret Stewart et ux by deed dated December 17 2013 and recorded in Document 201306052744 of the Official Public Records of Coma[ County Texas being more particulmly described in Exhibit A attached hereto and made a part hereof

Reservations from Conveyance None

Exceptions to Conveyance and Warranty

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I Electric Easement in Volume 52 Page 555 amended in Volume 163 Page 174 Deed Records of Coma County Texas

2 Pipeline Right of Way as set out in Certified Copy of Judgment recorded in Volume 247 Page 290 Deed Records and assigned in Document No 9606025645 Official Public Records of Coma County Texas

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

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POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

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el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

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AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

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~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

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$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

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l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

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RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 29: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

POOR QUALITY

3 Electric Line Easement and Right-of-Way recorded in Volume 317 Page 598 Off1cial Public Records ofComal County Texas

4 Matters as shown on survey dated November I 0 2017 prepared by John lVI Howard RPLS No 4611 (i) Rights of third paLties in and to the use thereof to Stoney Ridge Road across norther portion of Property (ii) Pipeline across northern portion of Propetty

Grantor for the Consideration and subject to the Reservations from Conveyance and the Exceptions to Conveyance and Warranty grants sells and conveys to Grantee the Property together with all and singular the rights and appurtenances thereto in any way belonging to have and to hold it to Grantee and Grantees heirs successors and assigns forever Grantor binds Grantor and Grantors heirs and successors to warrant and forever defend all and singular the Property to Grantee and Grantees heirs successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to Lhe Reservations from Conveyance and the Exceptions to Conveyance and Warranty

When the context requires singular nouns and pronouns include the plural

~)(~ MELISSA STEW A

2

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

middot middot __

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I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 30: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

POOR QUALITY

STATE OF -~~

COUNTY OF ___ _

sect sect sect

This instrument was a nowledged before me this __ day of-------~ 20 17 by BRET STEW A and wife MELISSA STEW ART

Cj~otary Public State ofT ex~---middot -

AFTER RECORDING RETURN TO

BOOMERamp COCO LLC 21422 Catlin Ct San Antonio Texas 78258

3

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

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N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

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Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

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$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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i i i j

I

CAM

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 31: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

POOR QUALITY

CALIPORNIA ALLmiddotPURP08amp ACKNOWLIDGMIIIIT CML CODE sect1188

A notary poblic or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certfftcate is attached and not the truthfulneiS accuracy or validity of that docUment

State of california

Countyof toS~~f middot on 1120o before me Nivie Lloyd A)OtP( fdltXIC

Date Here Insert Nafne and Tdle of the Officer

personally appeared lJegr 8TPampJ4rer Mt~ ssA 6~ N~of Signer(s)

who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isare subscribedmiddot to middot the within instrument and acknowledged to me that heshethey executed the same in hishertheir authorized capacity(itM) and that by hishertheir signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument

I certify under PENALlY OF PERJURY under the laws of the State of California th t the foregoing paragraph Is true and correct

WITNESS my hand

Place NotJJry Seal Above

---------------------------apno~--------------------------Though this section is optional completing this Information can deter alteration of the document or

fraudulent reattachment of this form to an unintended document

Description of Attached Document Title or Type of Document Document Date -------Number of Pages Signer(s) Other Than Named Above ------------

Capacity(les) Claimed by Signer(s) Signers Name--------~--0 Corporate Officer - Trtle(s) ------0 Partnermiddot 0 Umlted 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator OOther ____________ _

Signer Is Representing---------

Signers Name __________ _

0 Corporate Officer - Trtles) ------0 Partner - 0 Umited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator

0 Other --------------shySigner Is Representing --------

-aachllWiiaa-amptJSilllgtiiM szug sx tz middotseam UJild e w a a smiddotNN 02014 National Notary ASsociation bull wwwNationaiNotaryorg bull1-800-US NOTARY (1-SOD-876-6827) Item 5907

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

    rabsah
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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 32: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

POOR QUALITY

EXHIBIT A The Property

Sl l OF IEXbullS CO~NH Y O f C)1Al

FRU IbulltgtED fO~ Bre i amp Meli~sd $ tmiddotvc~t bull -~-bulls t~oon1e r t COCI) LLC ~ Buyet ~

l bull bull1 9 ~~ A lf euro lf)Ct ( f I OlC~ Si LCJ~fb~d 12J b 0J) t 16 8 rmiddotn iiEl N 7 1 o- tol Of NemiddotN ~H Iff f e--~ 1t1 C Crft-_JI C t)L-11() re~oos rJUl o f Survay N o 34 1 Abs lrot t~o i) 0-l fl - ((1 h IJ ri gi1 C~ fJf Clll le -e and l-e-ing bullr9 o f -n 49 35 lCft 1 f~ r~ 1 ((ltl ltb middot--oSlt~ frcn1 Stmiddoteve rA o~hji f~t v gt ~o (kt~ i S t ev~urt

el Lnlt bmiddot- de~d cmiddot~fed Decoemiddotbullmiddotnb ilt 17 201 o middotnltJ re~cxded Inbull D ltbullIJtliOnl 2013(60527 ltl bulll of ibe O t ticia l Fubli c R~middot~-ltd~ Qf Cobullnol Ct-fl lt 1ebull_- o nd b einp mr r~ por1ictlotlmiddotmiddot cmiddote~(-~ t lberJ Omiddot o l iomiddot-middot~

8E31t-N tr-JC bullt a 1 2 imr bullltn f olbullnd tbullY q 4 cdor po~t in th-s 5obullAh lire o -l L()i 6 of Stonv Rl6gc Vcl un-~ 5 Poge 30 1 Plc1 t R~gtcqror ) fqr th) u ppm NortllWlbullsl Gcmer bulltf o 7 3 435 A c re Tltoc i (Docobullrn bullgtrgtt -11-L10 I 5CbulltJYJ792il O ffic io Puhiilt Secords) ltJnd 1 ~1 e lmbulllClT t-Jo rthecr- 1 corner of 1hi~ ifOmiddott middot

l~H r middottmiddot=f- bulllorg ( J f~middot f (~ a- t-imiddoti -d~h th~~ Ul f)e b~~ lin ) ( s~1id 7536 5 Act9 Tr 1Jmiddot~ t

lttltld H l ov-~rer Eos I lirA Clf th is rae l o- f - llvvl

THENC E

~ cc~~ 37 2- E 7730J f~ middot~ t io o ~middot middotron pin Jbullivr td b o ~tbullmiddot middot -~~ltlo r pas~ for an o rmiddotrg fe point

~ ()2 12 36 middot E 3CtJ fe ton Cbull~(f-a r posr OJid for on in t rir rc-ner Cbull f saiti 15335 CTG h aCt a nd ttv~middot 5out lgta~(J ~f c-o r n~r o f t his troc1

AICltlg c fenc e ontJ middotwi t tgt 111 ICmiddotmiddot e r Norrh line o f soid 75) ~5 A bullre True on-1 tbeurobull SobullJn~ llrv middotgt1 l hi~ ro c u~ kltaw

5 77J i[f 25 f~ 335 ~5 f-Ebull9+ to middotJ I 2 iro n p in fmiddototr r l bmiddotmiddot n 4- r~e middotYJ r po~ f tltw a n Clr middotgpound~ Joirt

~- 77 57 38 bullN 172166 feel_ ol l 2(te (e(l t PJgt o [o md 2 p ip pm l conHnvfn r to thmiddotemiddot $o rJ~hetlS~ 1 orn~1~ rmiddot or a 799 ACrll1 Treemiddot i CcxbulliJt11f n 1

2DC(~0tOCO-b-t2 ()Jcial PlIOiic Relt~t) ) lttrmiddot th-e Scn _ tt~wlt- t corrmiddotJtlr t~ hix roc t

Ibull 26 1 smiddot 27 E 2middoti 2360 fle along o ferc(bull bullln(J middot bull iih lhltemiddot fo- i lin-e o r K~id 57 gt t cre l roltt o -149 -=re Tro-~ 1 Oogtcuron r J 20 1 Hcgt1gtJl42o Official Putlic Rll-cords ~md o n Jf Acre Trac t J D--lt lt~ bull middotbull1euron 1 ~ lo) i 60c~14~middot7 (gtffirio l P~Jb l ic rlt-eccrrl ~) to -(1 tbull pipemiddot po~r found 1 o r or in erio r cOOTJer o l )iti ~1 36 Arrbull h~cf cmd the North v e gtl corner at n--1 i roo1

N 78- ~ IY 5 6 middot ~ 37 Igt fee ol -obullmiddotmiddot ~l ltJ f ence and w Hh lhO olf)f)e r Sltbull dh gtne c1 l 5CIt 1 21 36 c r l ro(t St-7lo9Y fidge Ri-g ht~of-middotOV DbullJJlniln lltJ i t OY) middotlt~N7 ()fflcic-ri 111bl o Rer-orlttl o nd D o bull lbullrnbulllc i1t 120 16(l t03-6A9i () fn(Ql PLb lk Rucc- t d~l ~nd lt) 3933 1cra 1r~Jct ( middotD-U I fl~nt i-)1606bulli ~ 6 487 O ffi cic)J tgtbullJLgtmiddot1middotc Records) lo o 12 ) I p in fr~- l 10 rc-~- 1 Vmiddotl~-s 1 o l o ~middot~ pio~ pOi l 1~- r-ht Scsuih o 0 zt corret o said 39 _3a A tre Trac t and t h~gt uppe-r N o rlhea t corn( r Cmiddot f 1ti~ mx t

Exhibit A

I

POOR QUALITY

Exhibit A

Alor~tg o f( n lt-cmiddot -c~nd vbullHh the Ves-t line of zo t ~ ~i- J1 c-rtd ~-- ~of Ston~v Rir1g~t on-1 th~ upp~ ro~ 1 rg r-~~f t h t~ trmiddottv t (1i5 1 c~~~middotmiddot r~ middot-

$ 1 pound middot 16 3S v 5~t49 fe~~t ro c-1 1 won p irmiddot ~r)t u-j r o o cgtt - (~~r c middotf c 2 pipe ~-lt~ lfomiddotr tne-Sou t hmiddot bullbull vesf ~orrl bull(~r of Lo t 24 the tmiddot-lorH-rwmiddot~ -~ I c middot-orner -~- f ~ cnf~ l Rcidg o RDrJcJ c1nd 1-Jrmiddot1 c1ngto p o in t -of t~~i~ middott f(J(~ middot

S Ji ~)it i4~ l 1 9 5- f t1e f v middotith ttle Vo-u-~ 1 lrft-t o f ~oid fOrJd -orrd l o1 25 to middot(J C cn~~c-iofe rxJi foun-d fy c - ongJe l crd of to1 1$ ltl nci of tmiddothb k -gtlC middotI

S (~~~ f~ omiddot~~ middot 2~-- W 25 fVI fee1 to 0 I j0C1 fC il t(_iftd t --bull o 2middot4h Live Co k fomiddot r B1 rjjImiddot~middot~J I ~ pc ~ t l

S QSQ 31~ 50 E i07 -3-b i~ middot~ t 1 ~gt a l t3JD nof found b middotmiddotmiddot lt1 3r~middotmiddot Lh11 CJ-s lc fr~Hmiddot (Jr

onro(f-J- ~gtcmiddotfni

$ 09~ _lt ~ bullbull r bull to 121 1) ~tltIJif to 0 3-bull1 ~Gmiddotfi pin f C bullU Vi b Jgt 0 6 crmiddoteos o ibull rmiddotOS I ~or lmiddoth e ~nf t h~ (iS1 CQnf~ bulltt l tl-t IS Qnrl o~n in te- i-)tr (gtJfrtiBf ot HmiddotJ i S 1rlt~-middot t

AY_)n g 0 Yrnct~ unct -- 4H HHi s-rJ th tirt o f lo ts 25 C1nd 26 and U t-e tcN8f

North l ine ot 11~i rramiddotmiddott c1 ~ fo ii bullmiddotNr

$ 11 ~ 25 29 [ ~9~ 3 l f0~ t h) o ~ 2middotmiddotmiddot tr ~) middotl pin ~ ltJnd by Cl 2middot~ ~jpe pas fo~ a middotn Lit t8 1toi fo)o fq I --f lIJ i 2 6 t Jt t LJ =- r I i 1b hrctt L

rmiddott (tmiddoto (~J ~~-~middot~ f 94 6-l t~~1 1middot IU middot rJ ill ontJk pctn middotl of H1is t ~lt-lci ff1f_rp h i~2 h c found 2 ~middot - p ipe port bEU$ tmiddott 1~ 20 1 C(i E 2-i-4 feltal

l hr~eby ctJr-lifmiddott middothJi rtv ororgrir tibullld no i bullO dBs~~lpiiot cJnlt1 bulllccovr~~middotoryinbull~t p i o1 vvE~ e- rmiddotreporeJ f rorn on oc-tuai ~middotup middot~~middotmiddot pedorrneltf o n Ple foH()tJnd IJrrJeor nlbullt SLl~~Ebullrmiddotsi-cn and 1hot middotfa -fhe b13S t r_f rr tl bebullHaf (ln-~ k r omiddotmiddot-te-dgmiddot~middot 1fmiddoteY -ore 1--Je ( I flO~ COITec1

Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 33: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

POOR QUALITY

Exhibit A

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Filed and Recorded Official Public Records Bobbie Koepp County Clerk Comal County Texas 112112017 095642 AM LAURA 6 Pagcs(s) 201706051125

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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 34: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ
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IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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I

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 35: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

IN~A91~YFIELD USING 36 STANDARD LEACHING CHAMBER PANELS wBULKHEAD

USE TWO WAY CLEANOUT USE SCH-40 OR SDR-26 TO TANK

X=TEST HOLE

1275 STONY RIDGE ROAD

DANIEL LEWIS SURVEY No 347

GREG W JOHNSON PE

a 1 a 2 o

RECEIVFn

MAY 2 6 2000

COUNTY ENGINEE

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I

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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

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~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 36: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ
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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 37: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ
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From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 38: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

From Hernandez SandraTo Hoyt Seidensticker powerinmotionhotmailcomSubject 102132 deficiency commentsDate Friday June 20 2014 101100 AMAttachments 102132pdf

RE 4935 acres out of D Lewis survey 347 HoytIn order to continue processing the referenced permit the following information is needed

1 Submit a survey andor copy of the design showing all property dimensions2 What does the outline around the shop represent Please see attached design3 According to Comal County GIS it appears there are structures on the referenced

property that are not shown on the design4 It appears that the construction on the referenced property is regulated activity Please

submit either an approved CZP or written verification from TCEQ that a CZP willnot be required

If you have any questions you can email me or call the office Thanks

Sandra Ann HernandezEnvironmental Health AssistantComal County Engineers OfficeNew Braunfels Texas 78132830-608-2090 Office830-608-2078 Faxwwwcceoorg

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 39: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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    From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

    Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

    Sincerely Melissa Stewart

    COUNTY OF COMAL COUNTY ENGINEERS OFFICE

    Staffwill complete shaded items

    OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

    APPLICATION CHECKLIST

    Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

    OSSFPermit

    Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

    SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

    r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

    Required Permit Fee

    Surface Application Aerobic Treatment System

    Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

    Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

    Floodplain Development Permit

    Property in Incorporated City

    Completed Application

    Boundary Map Indicating Location ofProposed Improvements

    Copy ofRecorded Deed

    Required Permit Fee

    I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

    ~ 7~e-rtf Signature of Applicant Date

    ----------------------

    ------------------------------------------

    ---------------------------------------------------------

    ----------------------------------------------------------

    COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

    PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

    Date Permit ----1_0--2-1---3-6--_

    Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

    Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

    City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

    Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

    Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

    All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

    Subdivision Name Unit Lot Block

    AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

    Type of Development RECEJVED

    o Single Family Residential JUN 12 2014

    Type of Construction (House Mobile RV Etc)

    Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

    ~ommercial or Institutional Facility

    (Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

    Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

    Restaurants Lounges Theaters - InCficate Number of Seats

    Hotel Motel Hospital Nursing Home - Indicate Number of Beds

    Travel TrailerRV Parks -Indicate Number of Spaces

    Miscellaneous

    Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

    DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

    lt

    Source of Water 0 Public ~rivate Well

    Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

    I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

    ~ 5-21-~ Signature of Owner Date Page 1 of 2

    195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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    -----------------------

    COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

    ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

    JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

    SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

    f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

    Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

    Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

    Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

    Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

    If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

    (If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

    Is the property located over the Edwards Contributing Zone [poundYfes 0 No

    Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

    (If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

    If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

    I certify that the information provided above is true and correct to the best of my knowledge

    Y-~ 2 I -ySignatureo~~ Date Page2of2

    195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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    ------------------------------------

    ----------------------------------

    ---------------

    ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

    JUN 12 2014Date 612014

    Applicant Information Site Evaluator Information COUNTY ENGINEER

    Name Hoyt Seidensticker

    =~_=L=~______________ Company Land Stewardship Services LLC

    78163 Address 182=2~FM~47=3____________

    City Boerne State Texas Zip middot78006

    Phone (210) 414-6603 Fax (830) 336-4697

    Installer information

    StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

    City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

    Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

    Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

    --------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

    Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

    SITE DRAWING Lot Size 4973 acres

    SEE ATTACHED

    Signature of Site Evaluator Site Evaluator License No OS0008771

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    ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

    RECEIVED Date Soil Survey Performed 5212014

    JUN 12 2014Site location 1275 Stoney Ridge road

    Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

    Proposed Excavation Depth 18 inches County Coma I

    Requirements

    At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

    boring or dug pits must be shown on the site drawing

    For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

    depth For surface disposal the surface horizon must be evaluated

    Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

    Soil Borin~ Number 1

    Depth (feet)

    Texture Class Soil Structure

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0shy III Clay loam lt30 None Brown

    1_

    22Qln fractured rock yes fractured rock

    3_

    4 -shy

    5

    Soil Borin~ Number

    Depth Texture (feet) Class Soil Structure

    2

    Gravel Analysis

    Drainage (Redox Featuresl

    Water Table) Restrictive

    Horizon Observations (color

    consistence)

    0--shy III Clay loam lt30 None Brown

    1 -shy

    2 20 in -shy fractured rock yes fractured rock

    3r-shy

    4 -shy5

    Features of Site Area Presence of 100 year flood zone yes1NoL

    Presence of adjacent ponds streams water improvements Yes__ No_x_

    Existing or proposed water well in nearby area Yes_x__ No__

    Organized sewage service available to lot or tract Yes__ No_x_

    Recharge feature within 150 feet Yes__ No_x_

    By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

    I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

    detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

    According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

    smiddot ~ 1~

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    692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

    Property Information

    st Address 1275 Stoney Ridge Rd

    City Bulverde State Texas

    Zip code 78163

    Predicted Quantity of Sewage (Q)

    Water Saving Devises in Bldg (yn) yes

    Gallonsday (0) 50

    Greywater included (yesno) yes

    Rate of Adsorption (Ra)

    Application rate (gsq ft) 02

    Minimum Adsorptive Area in (sq ft) 250

    Supply Line from Building

    Total length of supply line (approx ft) 30

    Type of supply line min Sch 40

    Size of Supply line (in) 3 or 4

    Septic Tank Capacity

    Block Creek Concrete Products tank

    (830) 995-3189 or equivalent 1

    Minimum tank volume (gallons) 750

    1st compartment size (gallons) 500

    2nd compartment size (gallons) 250

    Commercial Shop InformitllilllTY ENGINeeR

    No of Bedrooms 5 employees

    Sq footage (Approx) 7200

    Water Supply well

    Supply Line From Tank amp Lateral Lines

    Length of supply line (approx ftmiddot 20

    Type of supply line min of SDR 35

    Size of supply line (in) 4

    Total length of manifold (ft) na

    Manifold placement end

    Soil Absorptive Bed Information

    Depth of bed (in) 18

    Width of bed (ft) 4

    Length of bed (ft) 42

    Type of laterals pvc Pipe

    Tot length of laterals required (ft) 42

    Tot length of laterals installed (ft) 42

    Total square footage installed 260

    Excavated Bed Information

    Depth of excavation (in) 42

    Width of excavation (ft) 8

    Length of excavation (ft) 46

    All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

    Sewage Facilities (Effective September 11 2008) The above design was based on the

    best available information and shoLlld function properly under normal operating conditions~

    All changes or modifications made to design must be approved by the below signed designer

    ---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

    Hoyt Seidensticker RS No 3588 Date

    Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

    Cell (210) 414-6603 Fax (830) 336-4697

    i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

    (~ -shy

    Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

    but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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    Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

    Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

    ~Jr ~~~

    ~ Ji~ geotextile fabric ~ round level

    minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

    18 gravel 42 I 2- 2middot---1

    CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

    GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

    lt ~OfuOIANlt ~II

    Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

    This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

    b 100N bull bull bull bull 99

    bull bullbull~~ bull ~ bull 97 ~

    bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

    bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

    ~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

    100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

    ----shy

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    v- LV bull L II

    WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

    201306062744 12302013014616 P 14

    NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

    GF 1884249 Date DECEMBER 17 2013

    RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

    JUN 12 2014Grantors Mailing Address

    COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

    Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

    Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

    AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

    Property (including any improvements)

    BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

    Reservations from Conveyance NONE

    Exceptions to Conveyance and Warranty

    THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

    Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

    The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

    The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

    RECEIVEDWhen the context requires singular nouns and pronouns include the plural

    JUN 12 2014

    COUNTY ENGINEEI=1

    (Acknowledgment)

    THE STATE OF T~ COUNTY OF I y-

    This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

    NOTICE This document affects your legal rights Read it carefully before signing

    AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

    BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

    flt-tv r -)

    FIRST AMERICAN TITLEJIf lIInM18arlDn~

    1221 SMoporStall1OAualln1DDI78746

    Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

    RECEIVED

    EXHIBIT A JUN 12 2014

    File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

    BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

    BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

    THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

    THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

    - THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

    THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

    THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

    THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

    THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

    ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

    188424rAU20 1 of 2

    - bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

    llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

    RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

    ~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

    llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

    THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

    THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

    llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

    APNl05910

    Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

    2of2IB84249-AU20

Page 40: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

From Melissa StewartTo Hernandez SandraSubject Re permitDate Wednesday December 13 2017 104347 PM

Hi SandraBret amp Melissa Stewart give permission for Sean Boomer amp Coco LLC to take over thepermit for 1275 Stoney Ridge Rd Bulverde Tx please let me know if you need anything else Mynumber is (805)341-3459 or you can email me

Sincerely Melissa Stewart

COUNTY OF COMAL COUNTY ENGINEERS OFFICE

Staffwill complete shaded items

OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

APPLICATION CHECKLIST

Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

OSSFPermit

Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

Required Permit Fee

Surface Application Aerobic Treatment System

Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

Floodplain Development Permit

Property in Incorporated City

Completed Application

Boundary Map Indicating Location ofProposed Improvements

Copy ofRecorded Deed

Required Permit Fee

I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

~ 7~e-rtf Signature of Applicant Date

----------------------

------------------------------------------

---------------------------------------------------------

----------------------------------------------------------

COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

Date Permit ----1_0--2-1---3-6--_

Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

Subdivision Name Unit Lot Block

AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

Type of Development RECEJVED

o Single Family Residential JUN 12 2014

Type of Construction (House Mobile RV Etc)

Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

~ommercial or Institutional Facility

(Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

Restaurants Lounges Theaters - InCficate Number of Seats

Hotel Motel Hospital Nursing Home - Indicate Number of Beds

Travel TrailerRV Parks -Indicate Number of Spaces

Miscellaneous

Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

lt

Source of Water 0 Public ~rivate Well

Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

~ 5-21-~ Signature of Owner Date Page 1 of 2

195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone [poundYfes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

I certify that the information provided above is true and correct to the best of my knowledge

Y-~ 2 I -ySignatureo~~ Date Page2of2

195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

JUN 12 2014Date 612014

Applicant Information Site Evaluator Information COUNTY ENGINEER

Name Hoyt Seidensticker

=~_=L=~______________ Company Land Stewardship Services LLC

78163 Address 182=2~FM~47=3____________

City Boerne State Texas Zip middot78006

Phone (210) 414-6603 Fax (830) 336-4697

Installer information

StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

RECEIVED Date Soil Survey Performed 5212014

JUN 12 2014Site location 1275 Stoney Ridge road

Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

Proposed Excavation Depth 18 inches County Coma I

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin~ Number 1

Depth (feet)

Texture Class Soil Structure

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0shy III Clay loam lt30 None Brown

1_

22Qln fractured rock yes fractured rock

3_

4 -shy

5

Soil Borin~ Number

Depth Texture (feet) Class Soil Structure

2

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0--shy III Clay loam lt30 None Brown

1 -shy

2 20 in -shy fractured rock yes fractured rock

3r-shy

4 -shy5

Features of Site Area Presence of 100 year flood zone yes1NoL

Presence of adjacent ponds streams water improvements Yes__ No_x_

Existing or proposed water well in nearby area Yes_x__ No__

Organized sewage service available to lot or tract Yes__ No_x_

Recharge feature within 150 feet Yes__ No_x_

By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

smiddot ~ 1~

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692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

Property Information

st Address 1275 Stoney Ridge Rd

City Bulverde State Texas

Zip code 78163

Predicted Quantity of Sewage (Q)

Water Saving Devises in Bldg (yn) yes

Gallonsday (0) 50

Greywater included (yesno) yes

Rate of Adsorption (Ra)

Application rate (gsq ft) 02

Minimum Adsorptive Area in (sq ft) 250

Supply Line from Building

Total length of supply line (approx ft) 30

Type of supply line min Sch 40

Size of Supply line (in) 3 or 4

Septic Tank Capacity

Block Creek Concrete Products tank

(830) 995-3189 or equivalent 1

Minimum tank volume (gallons) 750

1st compartment size (gallons) 500

2nd compartment size (gallons) 250

Commercial Shop InformitllilllTY ENGINeeR

No of Bedrooms 5 employees

Sq footage (Approx) 7200

Water Supply well

Supply Line From Tank amp Lateral Lines

Length of supply line (approx ftmiddot 20

Type of supply line min of SDR 35

Size of supply line (in) 4

Total length of manifold (ft) na

Manifold placement end

Soil Absorptive Bed Information

Depth of bed (in) 18

Width of bed (ft) 4

Length of bed (ft) 42

Type of laterals pvc Pipe

Tot length of laterals required (ft) 42

Tot length of laterals installed (ft) 42

Total square footage installed 260

Excavated Bed Information

Depth of excavation (in) 42

Width of excavation (ft) 8

Length of excavation (ft) 46

All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective September 11 2008) The above design was based on the

best available information and shoLlld function properly under normal operating conditions~

All changes or modifications made to design must be approved by the below signed designer

---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

Hoyt Seidensticker RS No 3588 Date

Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

Cell (210) 414-6603 Fax (830) 336-4697

i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

(~ -shy

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 41: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

COUNTY OF COMAL COUNTY ENGINEERS OFFICE

Staffwill complete shaded items

OSSFIFLOODPLAIN DEVELOPMENT Date Received Initials

APPLICATION CHECKLIST

Permit Number REcelveo Instructions JUN 12 2D14 Place a check mark next to all items that apply For items that do not apply place NA This OSSFlFloodplain Development Application Checklistsect accompany completed applicaitQUNTY ENGINe

OSSFPermit

Completed Application for Permit for Authorization to Construct an On-Site Sewage Facility and License to Operate

SiteSoil Evaluation Completed by a Certified Site Evaluator or a ProfessionaLEngineer

r Planning Materials of the OSSF as Required by the TCEQ Rules for OSSF Chapter 285 Planning Materials shall consist ofa scaled design and all system specifications

Required Permit Fee

Surface Application Aerobic Treatment System

Recorded Certification ofOS SF Requiring MaintenanceAffidavit to the Public

Signed Maintenance Contract with Effective bate as Issuance ofLicense to Operate

Floodplain Development Permit

Property in Incorporated City

Completed Application

Boundary Map Indicating Location ofProposed Improvements

Copy ofRecorded Deed

Required Permit Fee

I affirm that I have provided all information required for my OSSFIFloodplain Development Appiication and that this application constitutes a completoo OSSFIFloodplain Development

~ 7~e-rtf Signature of Applicant Date

----------------------

------------------------------------------

---------------------------------------------------------

----------------------------------------------------------

COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

Date Permit ----1_0--2-1---3-6--_

Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

Subdivision Name Unit Lot Block

AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

Type of Development RECEJVED

o Single Family Residential JUN 12 2014

Type of Construction (House Mobile RV Etc)

Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

~ommercial or Institutional Facility

(Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

Restaurants Lounges Theaters - InCficate Number of Seats

Hotel Motel Hospital Nursing Home - Indicate Number of Beds

Travel TrailerRV Parks -Indicate Number of Spaces

Miscellaneous

Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

lt

Source of Water 0 Public ~rivate Well

Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

~ 5-21-~ Signature of Owner Date Page 1 of 2

195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone [poundYfes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

I certify that the information provided above is true and correct to the best of my knowledge

Y-~ 2 I -ySignatureo~~ Date Page2of2

195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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---------------

ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

JUN 12 2014Date 612014

Applicant Information Site Evaluator Information COUNTY ENGINEER

Name Hoyt Seidensticker

=~_=L=~______________ Company Land Stewardship Services LLC

78163 Address 182=2~FM~47=3____________

City Boerne State Texas Zip middot78006

Phone (210) 414-6603 Fax (830) 336-4697

Installer information

StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

RECEIVED Date Soil Survey Performed 5212014

JUN 12 2014Site location 1275 Stoney Ridge road

Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

Proposed Excavation Depth 18 inches County Coma I

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin~ Number 1

Depth (feet)

Texture Class Soil Structure

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0shy III Clay loam lt30 None Brown

1_

22Qln fractured rock yes fractured rock

3_

4 -shy

5

Soil Borin~ Number

Depth Texture (feet) Class Soil Structure

2

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0--shy III Clay loam lt30 None Brown

1 -shy

2 20 in -shy fractured rock yes fractured rock

3r-shy

4 -shy5

Features of Site Area Presence of 100 year flood zone yes1NoL

Presence of adjacent ponds streams water improvements Yes__ No_x_

Existing or proposed water well in nearby area Yes_x__ No__

Organized sewage service available to lot or tract Yes__ No_x_

Recharge feature within 150 feet Yes__ No_x_

By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

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692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

Property Information

st Address 1275 Stoney Ridge Rd

City Bulverde State Texas

Zip code 78163

Predicted Quantity of Sewage (Q)

Water Saving Devises in Bldg (yn) yes

Gallonsday (0) 50

Greywater included (yesno) yes

Rate of Adsorption (Ra)

Application rate (gsq ft) 02

Minimum Adsorptive Area in (sq ft) 250

Supply Line from Building

Total length of supply line (approx ft) 30

Type of supply line min Sch 40

Size of Supply line (in) 3 or 4

Septic Tank Capacity

Block Creek Concrete Products tank

(830) 995-3189 or equivalent 1

Minimum tank volume (gallons) 750

1st compartment size (gallons) 500

2nd compartment size (gallons) 250

Commercial Shop InformitllilllTY ENGINeeR

No of Bedrooms 5 employees

Sq footage (Approx) 7200

Water Supply well

Supply Line From Tank amp Lateral Lines

Length of supply line (approx ftmiddot 20

Type of supply line min of SDR 35

Size of supply line (in) 4

Total length of manifold (ft) na

Manifold placement end

Soil Absorptive Bed Information

Depth of bed (in) 18

Width of bed (ft) 4

Length of bed (ft) 42

Type of laterals pvc Pipe

Tot length of laterals required (ft) 42

Tot length of laterals installed (ft) 42

Total square footage installed 260

Excavated Bed Information

Depth of excavation (in) 42

Width of excavation (ft) 8

Length of excavation (ft) 46

All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective September 11 2008) The above design was based on the

best available information and shoLlld function properly under normal operating conditions~

All changes or modifications made to design must be approved by the below signed designer

---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

Hoyt Seidensticker RS No 3588 Date

Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

Cell (210) 414-6603 Fax (830) 336-4697

i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

(~ -shy

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

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v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 42: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

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COllU COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATION FOR PERl-fiT FOR AUTHORIZATION TO CONSTRUCT Atl

PN-SITE SEWAGE FACILITY AND LICENSE TO OPERATE

Date Permit ----1_0--2-1---3-6--_

Owner Name Sce- ~ The I sSe Skw G(t Agent Name Ho0= 5e ~ r t-rGl k

Mailing Address 12) S S l-ce-r RJ E n J Agent Address ---Il~L-=L---F_~-----_-(-----=-J____

City State Zip ~tA ~ ver4 ~ fl b 3 City State Zip __~--c-eu(A-=-_1L ]-I-ll3 QO(--____

Phone 8a s r 10 7 lt-t ~ amp1 Phone ) if t -l ( bOo J

Email fgt)tr~ I-c+~ 0 QJbKIco~ail b Q ~ JI-i-~ C-~ ~

All correspondence should be sent to 0 Owner 0 Agent ~th Method 0 Mail urEmail

Subdivision Name Unit Lot Block

AcreageLegal 1 LJ ~ 0 C( es Ci lif6~ D Le-w~ i S~ tuey 311 A-6-j-3--]shyStreet NameAddress 1215 J~ne) (lje A City (b(pounderJe-c Zip 731(

Type of Development RECEJVED

o Single Family Residential JUN 12 2014

Type of Construction (House Mobile RV Etc)

Number of Bedrooms------- COUNTY ENGINEER ~cate Sq Ft of Living Area

~ommercial or Institutional Facility

(Planning materials must show adequate land area for doubting the required land needed for treatment units and disposal area)

Type of Facility ~h()P 5 e M=~lcilfe5 Offices Factories Churches Schools Parks Etc - Indicate Number Of Occupants

Restaurants Lounges Theaters - InCficate Number of Seats

Hotel Motel Hospital Nursing Home - Indicate Number of Beds

Travel TrailerRV Parks -Indicate Number of Spaces

Miscellaneous

Is any portion of the proposed QSSF located in the United States Army Corps of Engineers (USACE) flowage easement

DYes lJd4Jo (If yes owner must provide approval from USACE for proposed OSSF improvements within the USACE flowage easement)

lt

Source of Water 0 Public ~rivate Well

Are Water Saving Devices Being Utilized Within the ReSidence ~ 0 No

I certify that the completed application and all additional information submitted does not contain any false information and does not conceal any material facts Authorization is hereby given to the permitting authority and designated agents to enter upon the above described property for the purpose of sitesoil evaluation and inspection of private sewage facilities I also understand that a permit of authOrization to construct will not be issued until the floodplain administrator has approved and released the development permit for this property

~ 5-21-~ Signature of Owner Date Page 1 of 2

195 David Jonas Dr New Braunfels Texas 78132-3760 (830) 608middot2090 Fax (830) 608-2078 Revised December 2013

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COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone [poundYfes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

I certify that the information provided above is true and correct to the best of my knowledge

Y-~ 2 I -ySignatureo~~ Date Page2of2

195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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----------------------------------

---------------

ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

JUN 12 2014Date 612014

Applicant Information Site Evaluator Information COUNTY ENGINEER

Name Hoyt Seidensticker

=~_=L=~______________ Company Land Stewardship Services LLC

78163 Address 182=2~FM~47=3____________

City Boerne State Texas Zip middot78006

Phone (210) 414-6603 Fax (830) 336-4697

Installer information

StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

RECEIVED Date Soil Survey Performed 5212014

JUN 12 2014Site location 1275 Stoney Ridge road

Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

Proposed Excavation Depth 18 inches County Coma I

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin~ Number 1

Depth (feet)

Texture Class Soil Structure

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0shy III Clay loam lt30 None Brown

1_

22Qln fractured rock yes fractured rock

3_

4 -shy

5

Soil Borin~ Number

Depth Texture (feet) Class Soil Structure

2

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0--shy III Clay loam lt30 None Brown

1 -shy

2 20 in -shy fractured rock yes fractured rock

3r-shy

4 -shy5

Features of Site Area Presence of 100 year flood zone yes1NoL

Presence of adjacent ponds streams water improvements Yes__ No_x_

Existing or proposed water well in nearby area Yes_x__ No__

Organized sewage service available to lot or tract Yes__ No_x_

Recharge feature within 150 feet Yes__ No_x_

By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

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692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

Property Information

st Address 1275 Stoney Ridge Rd

City Bulverde State Texas

Zip code 78163

Predicted Quantity of Sewage (Q)

Water Saving Devises in Bldg (yn) yes

Gallonsday (0) 50

Greywater included (yesno) yes

Rate of Adsorption (Ra)

Application rate (gsq ft) 02

Minimum Adsorptive Area in (sq ft) 250

Supply Line from Building

Total length of supply line (approx ft) 30

Type of supply line min Sch 40

Size of Supply line (in) 3 or 4

Septic Tank Capacity

Block Creek Concrete Products tank

(830) 995-3189 or equivalent 1

Minimum tank volume (gallons) 750

1st compartment size (gallons) 500

2nd compartment size (gallons) 250

Commercial Shop InformitllilllTY ENGINeeR

No of Bedrooms 5 employees

Sq footage (Approx) 7200

Water Supply well

Supply Line From Tank amp Lateral Lines

Length of supply line (approx ftmiddot 20

Type of supply line min of SDR 35

Size of supply line (in) 4

Total length of manifold (ft) na

Manifold placement end

Soil Absorptive Bed Information

Depth of bed (in) 18

Width of bed (ft) 4

Length of bed (ft) 42

Type of laterals pvc Pipe

Tot length of laterals required (ft) 42

Tot length of laterals installed (ft) 42

Total square footage installed 260

Excavated Bed Information

Depth of excavation (in) 42

Width of excavation (ft) 8

Length of excavation (ft) 46

All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective September 11 2008) The above design was based on the

best available information and shoLlld function properly under normal operating conditions~

All changes or modifications made to design must be approved by the below signed designer

---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

Hoyt Seidensticker RS No 3588 Date

Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

Cell (210) 414-6603 Fax (830) 336-4697

i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

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Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 43: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

-----------------------

COMAL COUNTY OFFICE OF ENVIRONMENTAL HEALTH PPLICATlON FOR PER-IIT FOR AlrfHORIZATION TO CONSTRUCT AN RECEIVED

ON-SITE SEWAGE fACILITY AliD LICENSE TO OPERATE

JUN 12 2014 Planning Materials amp Site Evaluation as Required Completed By t4-~gtk r2~~NTY tNJyenNEER

SystemDescription Jo(l S b~J+II--~ D~seerG ~He v~ h4~ l(rk ~ ~ shy

f reJlt 1111Size of Septic System Required Based on Planning Materials amp Soil Evaluation

Tank Size(s) (Gallons) 7S () ~ ltgtIL 1) 40 J AbsorptionApplication Area (Sq Ft) 2 () 0

Gallons Per Day (As Per TeEQ Table III) S D ------=--------shy(Sites generating more than 5000 gallons per day are required to obtain a permit through TCEQ)

Is the property located over the Edwards Recha~ge Zone 0 Yes ~ (If yes the planning materials must be completed by a Registered Sanitarian (RS) or Professional Engineer (PEraquo

Is there an existing TCEQ approved WPAP for the property 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design complies with all provisions ofthe existing WPAP)

If there is no existing WPAP does the proposed development activity require a TCEQ approved WPAP 0 Yes 0 No

(If yes the RS or PE shall certify that the OSSF design will comply with all provisions of the proposed WPAP A Permit to Construct will not be issued for the proposed OSSF until the proposed WPAP has been approved by the appropriate regional office)

Is the property located over the Edwards Contributing Zone [poundYfes 0 No

Is there an existing TCEQ approval CZP for the property 0 Yes tfltfo

(If yes the PE or RS shall certify that the OSSF design complies with all provisions of the existing CZP)

If there is no existing CZP does the proposed development activity require a TCEQ approved CZP 0 Yes ~

I certify that the information provided above is true and correct to the best of my knowledge

Y-~ 2 I -ySignatureo~~ Date Page2of2

195 David Jonas Or bull New Braunfels Texas 78132-3760 (830) 608-2090 Fax (830) 608-2078 Revised December 2013

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------------------------------------

----------------------------------

---------------

ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

JUN 12 2014Date 612014

Applicant Information Site Evaluator Information COUNTY ENGINEER

Name Hoyt Seidensticker

=~_=L=~______________ Company Land Stewardship Services LLC

78163 Address 182=2~FM~47=3____________

City Boerne State Texas Zip middot78006

Phone (210) 414-6603 Fax (830) 336-4697

Installer information

StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

RECEIVED Date Soil Survey Performed 5212014

JUN 12 2014Site location 1275 Stoney Ridge road

Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

Proposed Excavation Depth 18 inches County Coma I

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin~ Number 1

Depth (feet)

Texture Class Soil Structure

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0shy III Clay loam lt30 None Brown

1_

22Qln fractured rock yes fractured rock

3_

4 -shy

5

Soil Borin~ Number

Depth Texture (feet) Class Soil Structure

2

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0--shy III Clay loam lt30 None Brown

1 -shy

2 20 in -shy fractured rock yes fractured rock

3r-shy

4 -shy5

Features of Site Area Presence of 100 year flood zone yes1NoL

Presence of adjacent ponds streams water improvements Yes__ No_x_

Existing or proposed water well in nearby area Yes_x__ No__

Organized sewage service available to lot or tract Yes__ No_x_

Recharge feature within 150 feet Yes__ No_x_

By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

smiddot ~ 1~

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692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

Property Information

st Address 1275 Stoney Ridge Rd

City Bulverde State Texas

Zip code 78163

Predicted Quantity of Sewage (Q)

Water Saving Devises in Bldg (yn) yes

Gallonsday (0) 50

Greywater included (yesno) yes

Rate of Adsorption (Ra)

Application rate (gsq ft) 02

Minimum Adsorptive Area in (sq ft) 250

Supply Line from Building

Total length of supply line (approx ft) 30

Type of supply line min Sch 40

Size of Supply line (in) 3 or 4

Septic Tank Capacity

Block Creek Concrete Products tank

(830) 995-3189 or equivalent 1

Minimum tank volume (gallons) 750

1st compartment size (gallons) 500

2nd compartment size (gallons) 250

Commercial Shop InformitllilllTY ENGINeeR

No of Bedrooms 5 employees

Sq footage (Approx) 7200

Water Supply well

Supply Line From Tank amp Lateral Lines

Length of supply line (approx ftmiddot 20

Type of supply line min of SDR 35

Size of supply line (in) 4

Total length of manifold (ft) na

Manifold placement end

Soil Absorptive Bed Information

Depth of bed (in) 18

Width of bed (ft) 4

Length of bed (ft) 42

Type of laterals pvc Pipe

Tot length of laterals required (ft) 42

Tot length of laterals installed (ft) 42

Total square footage installed 260

Excavated Bed Information

Depth of excavation (in) 42

Width of excavation (ft) 8

Length of excavation (ft) 46

All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective September 11 2008) The above design was based on the

best available information and shoLlld function properly under normal operating conditions~

All changes or modifications made to design must be approved by the below signed designer

---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

Hoyt Seidensticker RS No 3588 Date

Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

Cell (210) 414-6603 Fax (830) 336-4697

i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

(~ -shy

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 44: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

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ON-SITE SEWERAGE FACILITY RECEIVED Site Evaluation Report Information

JUN 12 2014Date 612014

Applicant Information Site Evaluator Information COUNTY ENGINEER

Name Hoyt Seidensticker

=~_=L=~______________ Company Land Stewardship Services LLC

78163 Address 182=2~FM~47=3____________

City Boerne State Texas Zip middot78006

Phone (210) 414-6603 Fax (830) 336-4697

Installer information

StreeURoad Address 1275 Stoney ridge Rd Name _____---=-Ro~yFisch=er__ ___=O~S0000271__

City Bulverde State Texas Zip 78163 Company ______~R~o=-yLFis~cher~C=_onstru=ction________

Unincorporated Area Y or N Y Address ________P=O~-=Bo~x683~_______________

Additional information City __---=B=-oerne=___ State_Te=xas__ Zip 78006

--------------------------0- Phone (210) 317-2116 Fax _----l(8=3=0L)2=-4=9-1646shySchematic of Lot or Tract

Show Compass North adjacent streets property lines property lines property dimensions location of buildings easements water lines and other surface improvements where known (drainage patios sidewalks) Location of existing or proposed water wells within 150 feet of property Indicate slope or show contour lines from the structure to the farthest location of the proposed soil absorption or irrigation area Location of soil borings or dug pits (show location with respect to a known reference point) Location of natural constructed or proposed drainage ways (streams ponds lakes rivers hi h tide of salt water bodies water im oundments areas cut or fill bank shar slo es and breaks

SITE DRAWING Lot Size 4973 acres

SEE ATTACHED

Signature of Site Evaluator Site Evaluator License No OS0008771

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ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

RECEIVED Date Soil Survey Performed 5212014

JUN 12 2014Site location 1275 Stoney Ridge road

Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

Proposed Excavation Depth 18 inches County Coma I

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin~ Number 1

Depth (feet)

Texture Class Soil Structure

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0shy III Clay loam lt30 None Brown

1_

22Qln fractured rock yes fractured rock

3_

4 -shy

5

Soil Borin~ Number

Depth Texture (feet) Class Soil Structure

2

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0--shy III Clay loam lt30 None Brown

1 -shy

2 20 in -shy fractured rock yes fractured rock

3r-shy

4 -shy5

Features of Site Area Presence of 100 year flood zone yes1NoL

Presence of adjacent ponds streams water improvements Yes__ No_x_

Existing or proposed water well in nearby area Yes_x__ No__

Organized sewage service available to lot or tract Yes__ No_x_

Recharge feature within 150 feet Yes__ No_x_

By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

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692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

Property Information

st Address 1275 Stoney Ridge Rd

City Bulverde State Texas

Zip code 78163

Predicted Quantity of Sewage (Q)

Water Saving Devises in Bldg (yn) yes

Gallonsday (0) 50

Greywater included (yesno) yes

Rate of Adsorption (Ra)

Application rate (gsq ft) 02

Minimum Adsorptive Area in (sq ft) 250

Supply Line from Building

Total length of supply line (approx ft) 30

Type of supply line min Sch 40

Size of Supply line (in) 3 or 4

Septic Tank Capacity

Block Creek Concrete Products tank

(830) 995-3189 or equivalent 1

Minimum tank volume (gallons) 750

1st compartment size (gallons) 500

2nd compartment size (gallons) 250

Commercial Shop InformitllilllTY ENGINeeR

No of Bedrooms 5 employees

Sq footage (Approx) 7200

Water Supply well

Supply Line From Tank amp Lateral Lines

Length of supply line (approx ftmiddot 20

Type of supply line min of SDR 35

Size of supply line (in) 4

Total length of manifold (ft) na

Manifold placement end

Soil Absorptive Bed Information

Depth of bed (in) 18

Width of bed (ft) 4

Length of bed (ft) 42

Type of laterals pvc Pipe

Tot length of laterals required (ft) 42

Tot length of laterals installed (ft) 42

Total square footage installed 260

Excavated Bed Information

Depth of excavation (in) 42

Width of excavation (ft) 8

Length of excavation (ft) 46

All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective September 11 2008) The above design was based on the

best available information and shoLlld function properly under normal operating conditions~

All changes or modifications made to design must be approved by the below signed designer

---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

Hoyt Seidensticker RS No 3588 Date

Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

Cell (210) 414-6603 Fax (830) 336-4697

i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

(~ -shy

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

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v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 45: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

ON-SITE SEWERAGE FACILITY Soil Evaluation Report Information

RECEIVED Date Soil Survey Performed 5212014

JUN 12 2014Site location 1275 Stoney Ridge road

Name of Site Evaluator________--=--=Hc0ytLSeid=ensti=cker Registration Number OSOOO8171_____ ~uUflTY ENGINEER

Proposed Excavation Depth 18 inches County Coma I

Requirements

At least two soil excavations must be performed on the site at opposite ends of the proposed disposal area Locations of soil

boring or dug pits must be shown on the site drawing

For subsurface disposal soil evaluation must be performed to a depth of at least two feet below the proposed excavation

depth For surface disposal the surface horizon must be evaluated

Describe each soil horizon and identify any restrictive feature on the form Indicate depths where features appear

Soil Borin~ Number 1

Depth (feet)

Texture Class Soil Structure

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0shy III Clay loam lt30 None Brown

1_

22Qln fractured rock yes fractured rock

3_

4 -shy

5

Soil Borin~ Number

Depth Texture (feet) Class Soil Structure

2

Gravel Analysis

Drainage (Redox Featuresl

Water Table) Restrictive

Horizon Observations (color

consistence)

0--shy III Clay loam lt30 None Brown

1 -shy

2 20 in -shy fractured rock yes fractured rock

3r-shy

4 -shy5

Features of Site Area Presence of 100 year flood zone yes1NoL

Presence of adjacent ponds streams water improvements Yes__ No_x_

Existing or proposed water well in nearby area Yes_x__ No__

Organized sewage service available to lot or tract Yes__ No_x_

Recharge feature within 150 feet Yes__ No_x_

By my Signature I herby certify that the infonnation provided in this report is based on my site observations and are accurate to the best of my ability

I understand that any misrepresentation of the infonnation contained in this report my be grounds to revoke or suspend my license The site evaluation

detennined the site is suitable for a Soil Substitution disposal system with Septic Tank treatment

According to table XIII the site is suitable for this proposed system A copy of Tables IX and XIII have been given to the property owner to infonn them of

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692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

Property Information

st Address 1275 Stoney Ridge Rd

City Bulverde State Texas

Zip code 78163

Predicted Quantity of Sewage (Q)

Water Saving Devises in Bldg (yn) yes

Gallonsday (0) 50

Greywater included (yesno) yes

Rate of Adsorption (Ra)

Application rate (gsq ft) 02

Minimum Adsorptive Area in (sq ft) 250

Supply Line from Building

Total length of supply line (approx ft) 30

Type of supply line min Sch 40

Size of Supply line (in) 3 or 4

Septic Tank Capacity

Block Creek Concrete Products tank

(830) 995-3189 or equivalent 1

Minimum tank volume (gallons) 750

1st compartment size (gallons) 500

2nd compartment size (gallons) 250

Commercial Shop InformitllilllTY ENGINeeR

No of Bedrooms 5 employees

Sq footage (Approx) 7200

Water Supply well

Supply Line From Tank amp Lateral Lines

Length of supply line (approx ftmiddot 20

Type of supply line min of SDR 35

Size of supply line (in) 4

Total length of manifold (ft) na

Manifold placement end

Soil Absorptive Bed Information

Depth of bed (in) 18

Width of bed (ft) 4

Length of bed (ft) 42

Type of laterals pvc Pipe

Tot length of laterals required (ft) 42

Tot length of laterals installed (ft) 42

Total square footage installed 260

Excavated Bed Information

Depth of excavation (in) 42

Width of excavation (ft) 8

Length of excavation (ft) 46

All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective September 11 2008) The above design was based on the

best available information and shoLlld function properly under normal operating conditions~

All changes or modifications made to design must be approved by the below signed designer

---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

Hoyt Seidensticker RS No 3588 Date

Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

Cell (210) 414-6603 Fax (830) 336-4697

i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

(~ -shy

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

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Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

rabsah
Void
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Void

v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 46: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ
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692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

Property Information

st Address 1275 Stoney Ridge Rd

City Bulverde State Texas

Zip code 78163

Predicted Quantity of Sewage (Q)

Water Saving Devises in Bldg (yn) yes

Gallonsday (0) 50

Greywater included (yesno) yes

Rate of Adsorption (Ra)

Application rate (gsq ft) 02

Minimum Adsorptive Area in (sq ft) 250

Supply Line from Building

Total length of supply line (approx ft) 30

Type of supply line min Sch 40

Size of Supply line (in) 3 or 4

Septic Tank Capacity

Block Creek Concrete Products tank

(830) 995-3189 or equivalent 1

Minimum tank volume (gallons) 750

1st compartment size (gallons) 500

2nd compartment size (gallons) 250

Commercial Shop InformitllilllTY ENGINeeR

No of Bedrooms 5 employees

Sq footage (Approx) 7200

Water Supply well

Supply Line From Tank amp Lateral Lines

Length of supply line (approx ftmiddot 20

Type of supply line min of SDR 35

Size of supply line (in) 4

Total length of manifold (ft) na

Manifold placement end

Soil Absorptive Bed Information

Depth of bed (in) 18

Width of bed (ft) 4

Length of bed (ft) 42

Type of laterals pvc Pipe

Tot length of laterals required (ft) 42

Tot length of laterals installed (ft) 42

Total square footage installed 260

Excavated Bed Information

Depth of excavation (in) 42

Width of excavation (ft) 8

Length of excavation (ft) 46

All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective September 11 2008) The above design was based on the

best available information and shoLlld function properly under normal operating conditions~

All changes or modifications made to design must be approved by the below signed designer

---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

Hoyt Seidensticker RS No 3588 Date

Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

Cell (210) 414-6603 Fax (830) 336-4697

i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

(~ -shy

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

rabsah
Void
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Void
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Void
rabsah
Revised
rabsah
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Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

rabsah
Void
rabsah
Void
rabsah
Void

v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 47: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

692014 ON-SITE SEWERAGE FACILITY RECEIVED1220 AM Non-Standard Disposal DESI G N CRITE R IA JUN 12 2014 System - Soil Substitution BRET AND MELISSA STEWART

Property Information

st Address 1275 Stoney Ridge Rd

City Bulverde State Texas

Zip code 78163

Predicted Quantity of Sewage (Q)

Water Saving Devises in Bldg (yn) yes

Gallonsday (0) 50

Greywater included (yesno) yes

Rate of Adsorption (Ra)

Application rate (gsq ft) 02

Minimum Adsorptive Area in (sq ft) 250

Supply Line from Building

Total length of supply line (approx ft) 30

Type of supply line min Sch 40

Size of Supply line (in) 3 or 4

Septic Tank Capacity

Block Creek Concrete Products tank

(830) 995-3189 or equivalent 1

Minimum tank volume (gallons) 750

1st compartment size (gallons) 500

2nd compartment size (gallons) 250

Commercial Shop InformitllilllTY ENGINeeR

No of Bedrooms 5 employees

Sq footage (Approx) 7200

Water Supply well

Supply Line From Tank amp Lateral Lines

Length of supply line (approx ftmiddot 20

Type of supply line min of SDR 35

Size of supply line (in) 4

Total length of manifold (ft) na

Manifold placement end

Soil Absorptive Bed Information

Depth of bed (in) 18

Width of bed (ft) 4

Length of bed (ft) 42

Type of laterals pvc Pipe

Tot length of laterals required (ft) 42

Tot length of laterals installed (ft) 42

Total square footage installed 260

Excavated Bed Information

Depth of excavation (in) 42

Width of excavation (ft) 8

Length of excavation (ft) 46

All design criteria is in accordance with TCEO Title 30 TAC Chapter 285 Subchapter D On-Site

Sewage Facilities (Effective September 11 2008) The above design was based on the

best available information and shoLlld function properly under normal operating conditions~

All changes or modifications made to design must be approved by the below signed designer

---OF~ - -~~rflIgt _ J ~ ~ IIfr- K _-=-----IL---_____ ~ ~

Hoyt Seidensticker RS No 3588 Date

Land Stewardship Services LLC 1822 FM 473 Boerne Texas 78006

Cell (210) 414-6603 Fax (830) 336-4697

i middotbullbullmiddotmiddotmiddot middotbullmiddotbull middotmiddotmiddotmiddotmiddotmiddot1 ~ HOYT SEIDENSnaltER ~ ~middotmiddotmiddot middotmiddotmiddotmiddot middotmiddot 1 10 3588 ~ I~f~j-~~t

(~ -shy

Effective Immediately If any change(s) are made that require a revision to this design a $7500 fee will be assessed This includes

but not limited to change(s) in the house size number of bedrooms location of house or one type of system to another

rabsah
Void
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Void
rabsah
Void
rabsah
Revised
rabsah
Void
rabsah
Void
rabsah
Void

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

rabsah
Void
rabsah
Void
rabsah
Void

v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 48: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ
rabsah
Revised
rabsah
Void
rabsah
Void
rabsah
Void

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

rabsah
Void
rabsah
Void
rabsah
Void

v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 49: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

Site MapScale1 n=50 Soil Substitution Dispqsal SystemRisers must be permanently fastened to the tank lid or cast into the tank The connection between the riser and the tank lid must be watertight with Septic Tank TreatmentRisers must be fitted with removable watertight caps and protected against unauthorized intrusions by either a padlock a cover that can be Bret Stewartremoved with specialized tools a cover having a minimum net weight of 295 kilograms (65 pounds) set into a recess of the tank lid or any other 1275 Stoney Rid Rd means approved by the executive director

Bulverde Texa Septic tanks buried more than 12 inches below the ground shall 816~EcevED have risers over the port openings The risers shall extend from Carnal Countythe tank surface to no more than six inches below the ground qQ JUN 12 2014 A secondary plug cap or other suitable restraint system shall be M~ proved below the riser cap to prevent tank entry if the cap is esect unknowingly damages or removed COUNTY ENGJNe~RJ

~Jr ~~~

~ Ji~ geotextile fabric ~ round level

minimum of 6 of class III clay loam free of rock over to of iandgrave---I---------12

18 gravel 42 I 2- 2middot---1

CROSS SECTION OF 750 l lass III clay loam 4 PVC perforated pipe I

GALLON DUAL SEPTIC TANK -------4 ------- 8 ------- shy

lt ~OfuOIANlt ~II

Cross Section of Soil Substitution Bed ----------1 using Pipe and Gravel

This design complies with all provisions of the Edwards Contributing Zone and does not require an Edwards Contributing Zone plan and their is not a recharge feature within 150middot of the proposed septic system shop

b 100N bull bull bull bull 99

bull bullbull~~ bull ~ bull 97 ~

bull~ 60 w~middot bull bull bullbullGbull ~ bull bull bull bull bull bull bull bull bull Q bull bull 96 ~ ~ ~ 750 ga on utI septic tankmiddot

bull bull bull bull j~ qG xtl11 bull bull bullbull 61 xth~~ t1 oog bull --~~Jn-~ ~ de b1 ~~ bull 0 Ii UII d A JI sa s ~ bull f~l

~r~9~~~)~J bull bull bull bull bullbull bull bull bull d 3588 ~

100 yr flood plain does ~~~ exist on this tract _ __ __ _ __ _DJ2e9f 4 4 ~

----shy

rabsah
Void
rabsah
Void
rabsah
Void

v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

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v- LV bull L II

WARRANTY DEED WITH VENDORS LIEN 1111111111111111111111111111111111111

201306062744 12302013014616 P 14

NOTICE OF CONFIDENTIALITY RIGHTS IF YOU ARE A NATURAL PERSON YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT fRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVERS LICENSE NUMBER

GF 1884249 Date DECEMBER 17 2013

RECEIVEDGrantor STEVE MATHIS AND SPOUSE MARY ANN MATHIS

JUN 12 2014Grantors Mailing Address

COUNTY EN Grantee BRET STEWART AND SPOUSE MELISSA STWART ew dL H GINeER

Grantees Mailing Address 12 S- 5frteu ~all) IJII I r r - J f~~

Consideration TEN AND NOJ100-----($1000)-----DOLLARS and other good and valuable consideration the receipt of which is hereby acknowledged and confessed

AND THE FURTHER CONSIDERATION OF THE EXECUTION AND DELIVERY of a Note of even date that is in the principal amount of $25000000 executed by Grantee payable to the order of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 The Note is secured by a Vendors Lien retained in favor of MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 in this Deed and by a Deed of Trust of even date from Grantee to CHARLES H NEWMAN TRUSTEE(S)

Property (including any improvements)

BEING THAT CERTAIN LOT TRACT OR PARCEL OF LAND SITUATED IN COMAL COUNTY TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ON EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR ALL PURPOSES

Reservations from Conveyance NONE

Exceptions to Conveyance and Warranty

THIS CONVEYANCE IS EXECUTED DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEES USE OF THE SUBJECT PROPERTY MAINTENANCE FUND LIENS ZONING ORDINANCES UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES IF ANY ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED RECORDED EASEMENTS MINERAL RESERVATIONS AND LEASES RESTRICTIONS COVENANTS CONDITIONS RIGHTS OF WAY EASEMENTS IF ANY AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING

Grantor for the conSideration and subject to the Reservations from Conveyance and Exceptions to Conveyance and Warranty grants selis and conveys to Grantee the property together with all and singular the rights and appurtenances thereto in any wise belonging to have and hold it to Grantee Grantees heirs executors administrators successors or assigns forever Grantor hereby binds Grantor and Grantors heirs executors administrators and successors to warrant and forever defend all and singular the property to Grantee and Grantee~ heirs executors administrators successors and assigns against every person whomsoever lawfully claiming or to claim the same or any part thereof except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty

The vendors lien against and superior title to the property are retained until each Note described is fully paid according to its terms at which time this deed shall become absolute

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 1 of2

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 51: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

The said Vendors Lien and Superior Title herein retained are hereby transferred assigned sold and conveyed to MICHAEL J FIZZOLIO AND ANNE FIZZOLlO TRUSTEES OR THEIR SUCCESSORS IN THE INTEREST OF THE ANNE AND MICHAEL J FIZZOLIO LIVING TRUST DATED JANUARY 25 2005 its successors and assigns or heirs and assigns as appropriate the Payee named in said Note without recourse on Grantor

RECEIVEDWhen the context requires singular nouns and pronouns include the plural

JUN 12 2014

COUNTY ENGINEEI=1

(Acknowledgment)

THE STATE OF T~ COUNTY OF I y-

This instrument was ack owledged before me on the 2shySTEVE MATHIS AND SE MARY ANN MATHIS

NOTICE This document affects your legal rights Read it carefully before signing

AFTER RECORDING RETURN TO PREPARED IN THE LAW OFFICE OF

BRET ~SPOUSE MELISSA BEADLES NEWMAN amp LAWLER A PROFESSIONAL CORPORATION ~RT ATTORNEYS AT LAW 3500 HULEN STREET SUITE 200 FORT WORTH TEXAS 76107-6812

flt-tv r -)

FIRST AMERICAN TITLEJIf lIInM18arlDn~

1221 SMoporStall1OAualln1DDI78746

Warranty Deed (Vendors Lien) I FAT1_000155189 Page 2 of2

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 52: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

RECEIVED

EXHIBIT A JUN 12 2014

File No 1884249-AU20 (DP) COUNTY ENGINEER Property 1275 Stoney Ridge Road Bulverde TX 78163

BEING 4935 acres out of the Daniel Lewis Survey No 347 in Comal County Texas and being out of a called 554973 acre tract of record in Volume 163 Pages 91-95 of the Deed Records of Comal County Texas said 4935 acres being further described by metes and bounds as follows

BEGINNING at a found 14 iron rod for a easterly exterior comer of said 554973 acre tract and being the northwest comer of a called 149879 acre tract of record in Volume 294 Page 371 of the Deed Records of Comal County Texas and in the south line of Lot 26 as shown on plat of Stoney Ridge Subdivision Unit I of record in Volume 5 Pages 300-301 of the Plat Records of Comal County Texas

THENCE South 000 08 04 East a distance of 77296 feet with fence upon the east line of said 554973 acre tract and the west line of said 149879 acre tract to a fence post for the most northwesterly comer of a called 97459 acre tract of record in Volume 331 Page 879 of the Deed Records of Comal County Texas

THENCE South 010 41 57 East a distance of 3022 feet with fence upon the east line of said 554973 acre tract and the west line of said 97459 acre tract to a fence post for the southeast comer of said 554973 acre tract and this tract and being in the north line of a called 365 acre tract of record in Volume 147 Page 404 of the Deed Records of Comal County Texas

- THENCE South 780 233011 West a distance of 33524 feet with fence upon the south line of said 554973 acre tract and north line of said ~65 acre tract to a fence post

THENCE South 780 2546 West a distance of 1721 66 feet upon the south line of said 554973 acre tract and the north line of said 365 acre tract to a set lr iron rod with ACES cap approximately 97 feet inside of existing fence line for the southwest corner of the herein described tract

THENCE North 260 44 2611 East a distance of 242360 feet departing the south line of said 554973 acre tract and crossing same to a set 12 iron rod with ACES cap for the northwest comer of the herein described tract

THENCE North 780 47 2511 East a distance of 32786 feet continuing across said 554973 acre tract to a set 12 iron rod with ACES cap in fence line being the east line of said 554973 acre and the west line of Lot 24 as shown on said plat of Stoney Ridge Subdivision Unit 1 for the most northerly Comer of the herein described tract

THENCE South 160 40 07 West a distance of 5441 feet with fencemiddotand upon said west line of Lot 24 to a found 12 iron rod for the northwest comer of Stoney Ridge Road a 60-foot right-of-way as shown on said plat of Stoney Ridge Unit 1

ntENCE South 31 0 54 11 West a distance of 11204 feet with fence upon the northwest right-of-way line of said Stoney Ridge Road and the west line of Lot 25 as shown on said Stoney Ridge Unit I to a fence post

188424rAU20 1 of 2

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20

Page 53: Sandra Ann Hernandez Environmental Health Assistant  · PDF filereJ

- bull FirstmiddotAmerican Title Company File No 1884249-AU20 CDP) Date December 27 2013

llIENCE South 100 46 29 West a distance of 2574 feet with fence and the west line of said Lot 25 to a found 12 iron rod

RECEIVED llIENCESouth 010 59 00 East a distance of 35338 feet with fence and the west line of JUN 1 e said Lot 25 to a set 12 iron rod with ACES cap lJ 2014

~ENCE South 05deg 46 o~ East a ~istance of 20798 feet with fence and the west IidiCOtJNTY ENGINE said Lot 25 to a set 12 Iron rod With ACES cap ER

llIENCE South 09deg 27 00 West a distance of 12042 feet with fence and the west line of said Lot 25 to a found 5S iron rod

THENCE South 600 55 23 East a distance of 49814 feet with fence and the south line of said Lot 25 and Lot 26 of said Stoney Ridge Subdivision Unit I to a set 12 iron rod with ACEScaPi

THENCE North 640 48 37 East a distance of 9461 feet with fence and south line of said Lot 26 to a point in a 44 oak

llIENCE North 74deg 15 14 East a-distance of 15122 feet with fence and south line of said LOt 26 to the POINT OF BEGINNING and containing 4935 acres of land in Comal County Texas

APNl05910

Filed and Recorded Official Public Records Joy Streater County Clerk Comal County Texas 12302013 014616 PM TERRI 4 Passes) 201306052744

2of2IB84249-AU20