of annual reports and other compliance documents for municipal separate storm sewer system (ms4)...

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Submittal of Annual Reports and other Compliance Documents for Municipal Separate Storm Sewer System (MS4) Permits NOTE: Missing or incomplete fields are highlighted at the bottom of each page. You may save, close and return to your draft permit as often as necessary to complete your application. After 120 days your draft is deleted. Required Attachments and Supplemental Information Please complete the contents of each tab to submit your MS4 permit compliance document. The information included in this checklist is necessary for a complete submittal. A complete and detailed submittal will help us review about your MS4 permit document. To help us make a decision in the shortest amount of time possible, the following information must be submitted: Review related web site and instructions for Municipal storm water permit eReporting [Exit Form] Attach the following items as appropriate using the attachments tab above Construction Site Pollution Control Annual Report Summary Illicit Discharge Detection and Elimination Annual Report Summary Leaf and Yard Waste Management Municipal Cooperation Attachment Municipal Facility Inspections Pollution Prevention Annual Report Summary Post-Construction Storm Water Management Annual Report Summary Public Education and Outreach Annual Report Summary Public Involvement and Participation Annual Report Summary Storm Water Consortium/Group Report Storm Sewer Map Annual Report Attachment Storm Water Quality Management Annual Report Attachment TMDL Attachment Winter Road Maintenance Other Annual Report Attachment Complete all required forms and upload required attachments Sign and Submit form Reporting Information Submittal Type: Annual Report Project Name: Town of Rib Mountain 2017 MS4 Annual Report County: Marathon Municipality: Rib Mountain, Town Facility Number: 31053 Reporting Year: 2017 Annual Report

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Submittal of Annual Reports and other Compliance Documents for Municipal

Separate Storm Sewer System (MS4) Permits

NOTE: Missing or incomplete fields are highlighted at the bottom of each page. You may save, close and return to your draft permit as often as necessary to complete

your application. After 120 days your draft is deleted.

Required Attachments and Supplemental Information

Please complete the contents of each tab to submit your MS4 permit compliance document. The information

included in this checklist is necessary for a complete submittal. A complete and detailed submittal will help us

review about your MS4 permit document. To help us make a decision in the shortest amount of time possible, the

following information must be submitted:

� Review related web site and instructions for Municipal storm water permit eReporting [Exit Form]

� Attach the following items as appropriate using the attachments tab above

� Construction Site Pollution Control Annual Report Summary

� Illicit Discharge Detection and Elimination Annual Report Summary

� Leaf and Yard Waste Management

� Municipal Cooperation Attachment

� Municipal Facility Inspections

� Pollution Prevention Annual Report Summary

� Post-Construction Storm Water Management Annual Report Summary

� Public Education and Outreach Annual Report Summary

� Public Involvement and Participation Annual Report Summary

� Storm Water Consortium/Group Report

� Storm Sewer Map Annual Report Attachment

� Storm Water Quality Management Annual Report Attachment

� TMDL Attachment

� Winter Road Maintenance

� Other Annual Report Attachment

� Complete all required forms and upload required attachments

� Sign and Submit form

Reporting Information

Submittal Type: Annual Report

Project Name: Town of Rib Mountain 2017 MS4 Annual Report

County: Marathon

Municipality: Rib Mountain, Town

Facility Number: 31053

Reporting Year: 2017

Annual Report

Form 3400-224 (09/17)

Note: Compliance items must be submitted using the Attachments tab.

Municipal Contact Information- Complete

Notice: Pursuant to s. NR 216.07(8), Wis. Adm. Code, an owner or operator of a Municipal Separate Storm Sewer System (MS4) is

required to submit an annual report to the Department of Natural Resources (Department) by March 31 of each year to report on

activities for the previous calendar year (“reporting year”). This form is being provided by the Department for the user’s convenience for

reporting on activities undertaken in each reporting year of the permit term. Personal information collected will be used for

administrative purposes and may be provided to the extent required by Wisconsin’s Open Records Law [ss. 19.31-19.39, Wis. Stats.].

Municipality Information

Name of Municipality Rib Mountain, Town

Facility ID # or (FIN): 31053

Updated Information: Check to update mailing address information

Mailing Address: 3700 North Mountain Rd.

Mailing Address 2:

City: Wausau

State: Wisconsin

Zip Code: xxxxx or xxxxx-xxxx54401

Does the municipality rely on another government entity to satisfy some of the permit requirements?

Yes No Unsure

Has there been any changes to the municipality’s participation in group efforts towards permit compliances (i.e.,

the municipality has added or dropped consortium membership)?

Yes No Unsure

Primary Municipal Contact Person (Authorized Representative for MS4 Permit)

Select to create new primary contact

First Name: Scott

Last Name: Turner

Select to update current contact information

Title:

Mailing Address: 3700 North Mountain Road

Mailing Address 2:

City: Wausau

State: WI

Zip Code: xxxxx or xxxxx-xxxx54401

Phone Number: Ext: xxx-xxx-xxxx715-848-5123

Email: [email protected]

Additional Contacts Information (Optional)

Individual with responsibility for:

(Check all that apply)

I&E Program

IDDE Program

IDDE Response Procedure Manual

Municipal-wide Water Quality Plan

Ordinances

Pollution Prevention Program

Post-Construction Program

Winter roadway maintenance

First Name:

Last Name:

Title:

Mailing Address:

Mailing Address 2:

City:

State:

Zip Code: xxxxx or xxxxx-xxxx

Phone Number: Ext: xxx-xxx-xxxx

Email:

Form 3400-224 (09/17)

Minimum Control Measures- Section 1 :

a. Complete the following information on Public Education and Outreach Activities related to storm

water. Select the Mechanism that best describes how the topic message was conveyed to your

population. Use the Add Activity to add multiple Mechanisms. For Quantity, choose the range for the

number of Mechanisms chosen (i.e., number of workshops, events). Quantity and Estimated People

reached are both optional.

Topic: Detection and elimination of illicit discharges

Topic: Management of materials that may cause storm water pollution from automobiles, pet waste,

household hazardous waste and household practices

Topic: Beneficial onsite reuse of leaves and grass clippings/proper use of lawn and garden fertilizers

and pesticides

Topic: Management of stream banks and shorelines by riparian landowners to minimize erosion and

restore and enhance the ecological value of waterways

Topic: Infiltration of residential storm water runoff from rooftop downspouts, driveways and

sidewalks

Topic: Inform and where appropriate educate those responsible for the design, installation, and

maintenance of construction site erosion control practices and storm water management facilities on

how to design, install and maintain the practices

Topic: Identify businesses and activities that may pose a storm water contamination concern, and

Complete

1. Public Education and Outreach

Mechanism Quantity(optional)

Est. People Reached (optional)

Regional Effort?(optional)

Did not focus on this topic this reporting

year

Select... Yes No

Active distribution of print media

(mailings, newsletters, etc)

1 - 9 7000 Yes No

Passive print media (brochures at front

desk, posters, etc.)

1 - 9 200 Yes No

Active distribution of print media

(mailings, newsletters, etc)

1 - 9 7000 Yes No

Did not focus on this topic this reporting

year

Select... Yes No

Active distribution of print media

(mailings, newsletters)

1 - 9 7000 Yes No

Mechanism Quantity(optional)

Est. People Reached (optional)

Regional Effort?(optional)

Direct one-on-one communication Select... Yes No

where appropriate, educate specific audiences on methods of storm water pollution prevention

Topic: Promote environmentally sensitive land development designs by developers and designers,

including green infrastructure and low impact development

Topic: Other (describe):

b. Any other Public Education and Outreach program information for inclusion in the Annual Report

may be added here or attached on the attachments page.

Form 3400-224 (09/17)

Minimum Control Measures - Section 2 :

a. Describe how the municipality has kept the following local officials and municipal staff apprised of

the municipal storm water discharge permit programs and its requirements.

Elected Officials

Municipal Officials

Appropriate Staff

Direct one-on-one communication Select... Yes No

Did not focus on this topic this reporting

year

Select... Yes No

Select... Select... Yes No

The Town works with other permitted communities in the North Central Wisconsin

Storm water Coalition (NCWSC). In addition, the Town has featured storm water

educational information in the Town newsletter. Information regarding storm water

is featured in all pertinent Town newsletter publishings. The Town will continue to

educate the public as well as work with the NCWSC. The NCWSC had the “Rubber

Ducky Commercial” played during movie previews at Marcus Cedar Cr in Rothschild,

WI

Complete

2. Public Involvement and Participation

The annual MS4 report has been submitted to the Town Board for review. All

meetings are publicly noticed. The report is also posted on the Town's website:

www.townofribmountain.org under the Public Works Department's section.

Staff reports to the Town Board officials and provides updates on storm water

actives.

Department heads also hold weekly meetings and discuss upcoming construction

projects or other issues that may include storm water activities. Key staff receive

email notifications of WDNR proposed changes and events.

b. Complete the following information on Public Involvement Activities related to storm water. Select

the mechanism that best describes how the topic message was conveyed to your population. Use the

Add Activity to add multiple mechanisms. For Quantity, choose the range for number Mechanisms

chosen (i.e., number of workshops, events). Quantity and Estimated People reached are both

optional .

Topic: Storm Water Management Plan and/or updates

Topic: Storm water related ordinance and/or updates

Topic: MS4 Annual Report

Topic: Volunteer Opportunities

Topic: Other (describe) :

c. Any other Public Involvement and Participation program information for inclusion in the Annual

Report may be added here or attached on the attachments page

Form 3400-224 (09/17)

Minimum Control Measures - Section 3 :

Mechanism Quantity(optional)

Est. People Reached(optional)

Regional Effort?(optional)

Website Select... 1000 Yes No

Government Event (Public Hearing,

Council Meeting, etc)

Select... 20 Yes No

Government Event (Public Hearing,

Council Meeting, etc)

Select... 20 Yes No

Government Event (Public Hearing,

Council Meeting, etc)

Select... 20 Yes No

Website Select... 1000 Yes No

None Select... Yes No

Select... Select... Yes No

Town meetings, including committee meetings are publicly noticed. In addition the

NCWSC monthly meetings are open to the public, posted on North Central Wisconsin

Regional Planning Commission on-line bulletin board,

http://www.ncwrpc.org/NCWSC, and sent to Wausau Daily Herald, City Pages,

Marshfield News, Midwest Radio Group. Meeting minutes are posted on the North

Central Wisconsin Regional Planning Commission and sent to all NCWSC members.

Complete

3. Illicit Discharge Detection and Elimination

a. How many total outfalls does the municipality have? 35 Unsure

Form 3400-224 (09/17)

Minimum Control Measures - Section 4 :

b. How many outfalls did the municipality evaluate as part

of their routine ongoing field screening program?35 Unsure

c. How many were confirmed illicit discharges? 0 Unsure

d. How many illicit discharge complaints did the

municipality receive?0 Unsure

e. How many were confirmed illicit discharges? 0 Unsure

f. How many of the identified Illicit discharges did the

municipality eliminate in the reporting year?0 Unsure

g. How many of the following enforcement mechanisms did the municipality

use to enforce its illicit discharge ordinance?

Unsure

Verbal Warning 0

Written Warning (including email) 0

Notice of Violation 0

Civil Penalty/ Citation 0

h. Any other Illicit Discharge Detection and Elimination program information for

inclusion in the Annual Report may be added here or attached on the attachments

page.

The appropriate staff and/or consultants enforces the Town's Stormwater Management Plan. All

outfalls were field sampled and inspected. See attached

Complete

4. Construction Site Pollutant Control

a. How many total construction sites were active at any point

in the reporting year?3 Unsure

b. How many construction sites did the municipality issue

permits for in the reporting year?2 Unsure

c. Do the above numbers include sites <1 acre? Yes No Unsure

d. How many erosion control inspections did the municipality

complete in the reporting year?12 Unsure

e. What types of enforcement actions does the municipality have available

to compel compliance with the regulatory mechanism? Check all that

apply and enter the number of each used in the reporting year.

Unsure

Verbal Warning 3

Written Warning (including email) 3

Notice of Violation

Civil Penalty/ Citation

Stop Work Order

Form 3400-224 (09/17)

Minimum Control Measures - Section 5 :

Form 3400-224 (09/17)

Forfeiture of Deposit

No Authority

Other - Describe below

f. Any other Construction Site Pollutant Control program information for inclusion in

the Annual Report may be added here or attached on the attachments page.

The appropriate staff and/or consultants enforces the Town's Stormwater Management Plan.

Review/Inspect potential sources on a regular basis during construction. Potential sources were

stabilized prior to any illicit discharges

Complete

5. Post-Construction Storm Water Management

a. How many new construction sites with new structural storm

water management practices have received local approvals ?0 Unsure

b. How many privately owned storm water facility inspections

were completed in the reporting year ?0 Unsure

c. What types of enforcement actions does the municipality have available

to compel compliance with the regulatory mechanism? Check all that

apply and enter the number of each used in the reporting year.

Unsure

Verbal Warning 0

Written Warning (including email)

Notice of Violation

Civil Penalty/ Citation

Forfeiture of Deposit

Complete maintenance

Bill responsible part

No Authority

Other - Describe below

d. Any other Post-Construction Storm Water Management program information for

inclusion in the Annual Report may be added here or attached on the attachments

page.

Stormwater management facilities are still under construction. Summer 2018 completion

Minimum Control Measures - Section 6 : Complete

6. Pollution Prevention

Storm Water Management Facility Inspections (ponds, biofilters, etc.) Not Applicable

a. Enter the total number of municipally owned or operated

structural storm water facilities ?9 Unsure

b. How many new municipally owned storm water facilities were

installed in the reporting year ?0 Unsure

c. How many municipally owned storm water devices were inspected

in the reporting year?0 Unsure

d. How many of these facilities required maintenance?

If so, attach report on attachments page.0 Unsure

Public Works Yards & Other Municipally Owned Properties (SWPPP Plan Review) Not Applicable

e. How many inspections of municipal properties been conducted in

the reporting year?2 Unsure

f. Have amendments to the SWPPPs been made? Yes No Unsure

Collection Services - Street Sweeping / Cleaning Program Not Applicable

g. Did the municipality conduct street sweeping/cleaning during the reporting year?

Yes No Unsure

h. If known, how many tons of material was removed? 400 Unsure

i. If street cleaning is identified as a storm water best management practice in the

pollutant loading analysis, was street cleaning completed at the assumed frequency?

Yes

No - Explain

Not Applicable

Unsure

Collection Services - Catch Basin Sump Cleaning Program Not Applicable

j. Did the municipality conduct catch basin sump cleaning during the reporting year?

Yes No Unsure

k. How many catch basin sumps were cleaned in the reporting year? 20 Unsure

l. If known, how many tons of material was removed? Unsure

m. If catch basin sump cleaning is identified as a storm water best management

practice in the pollutant loading analysis, was cleaning completed at the assumed

frequency?

Yes

No - Explain

Not Applicable

Unsure

*Note: We are requesting information that goes beyond the reporting year, answer the best you can.

w. Any other Pollution Prevention program information for inclusion in the Annual Report may be

added here or attached on the attachments page.

Collection Services - Leaf Collection Program Not Applicable

n. Does the municipality conduct curbside leaf collection? Yes No

Unsure

o. Does the municipality notify homeowners about pickup? Yes No

Unsure

Where are the residents directed to store the leaves for collection?

Pile on terrace Pile in street Bags on terrace Unsure

Other - Describe

Delivery by Property Owner to Yard Waste Site

p. What is the frequency of collection?

NA

q. Is collection followed by street sweeping/cleaning? Yes No

Unsure

Winter Road Management Not Applicable

r. How many lane-miles of roadway is the municipality

responsible for doing snow and ice control?Unsure73

s. Provide amount of de-icing products used by month last winter season?

Solids (tons) (ex. sand, or salt-sand)

Oct Nov Dec Jan Feb March* 0 200 400 400 400 200

Liquids (gallons) (ex. brine)

Oct Nov Dec Jan Feb March* 0 0 0 0 0 0

t Was salt applying machinery calibrated in the reporting year? Yes No

Unsure

u. Have municipal personnel attended salt reduction strategy

training in the reporting year?

Yes No

Unsure

If yes, describe what training was provided:

When: How many attended:

Internal (Staff) Education & Communication

v. Have training or education on SWPPPs for municipal facilities

been held for municipal or other personnel?

Yes No

Unsure

If yes, describe what training was provided

Site Erosion Control Training - Green Bay

When: How many attended: 3/13/18 1

Additional Pollution Prevention Information

Form 3400-224 (09/17)

Minimum Control Measures - Section 7 : Complete

7. Storm Sewer System Map

a. Did the municipality update their storm sewer map this year? Yes No Unsure

If yes, check the areas the map items that got updated or changed:

Storm water treatment facilities

Storm pipes

Vegetated swales

Outfalls

Other - Describe below

b. Any other Storm Sewer System Map information for inclusion in the Annual Report

may be added here or attached on the attachments page.

The Town's engineering consultant has developed GIS mapping of the storm sewer systems from

project plans and field data. Additional field work and verification is ongoing. Data has been

collected from approximately 90% of the Town. Maps are now available.

Form 3400-224 (09/17)

Final Evaluation -

Fiscal Analysis

Complete the fiscal analysis table provided below. For municipalities that do not break out funding

into permit program elements, please enter the monetary amount to your best estimate of what

funding may be going towards these programs.

Element: Public Education and Outreach

Element: Public Involvement and Participation

Element: Illicit Discharge Detection and Elimination

Element: Construction Site Pollutant Control

Element: Post-Construction Storm Water Management

Element: Pollution Prevention

Element: Storm Water Quality Management

Element: Storm Sewer System Map

Other (describe)

Water Quality

a: Were there any known water quality improvements or degradation in the receiving waters to

which the municipality’s storm sewer system directly discharges to?

Complete

Annual

Expenditure

Reporting Year

Budget

Reporting Year

Budget

Upcoming Year

Source of Funds

2500 2500 3000 General revenue fund

500 0 0 Other

1000 0 0 Other

1000 0 0 Other

1000 0 0 Other

500 0 0 Other

2700 2700 0 Grants

5000 5000 5000 General revenue fund

Select...

Yes No Unsure If Yes, explain below:

b: Have any of the receiving waters that the municipality discharges to been added to the impaired

waters list during the reporting year?

Yes No Unsure

c: Has the municipality evaluated their storm water practices to reduce the pollutants of concern?

Yes No Unsure

Additional Information

Based on the municipality’s storm water program evaluation in Part II, describe any proposed

changes to the municipality’s storm water program.

Rookery Park - Lake Wausau Association - weed removal

Form 3400-224 (09/17)

Requests for Assistance on Improving Permit Programs

Would municipality like the Department to contact them about providing more information on

developing or improving any of the Municipal Separate Storm Sewer Permit programs?

Please select all that apply:

Public Education and Outreach

Public Involvement

Illicit Discharge Detection and Elimination

Post-Construction Storm Water Management

Storm Water Quality Management

Storm Sewer System Map

Construction Site Pollutant Control

Pollution Prevention

Water Quality Concerns

Compliance Schedule Items Due

MS4 Program Evaluation

Required Attachments and Supplemental Information

Upload Required Attachments (15 MB per file limit) - Help reduce file size and trouble shoot file uploads

*Required Item

Note: To replace an existing file, use the 'Click here to attach file ' link or press the to delete an item.

Attach Documents

(To remove additional items, use your cursor to hover over the attachment section. When the drop down arrow appears, select remove

item)

Any other MS4 program information for inclusion in the Annual Report may be attached on here. Use

the Add Additional Attachments to add multiple documents.

AR_IDDEFIN

File AttachmentIDDEOutfallMontoring140802_tech_memoSummary.pdf

AR_SWMapFIN

File AttachmentTownofRibMtn36X36StormSystemMaps_Mar2018.pdf

AR_PPFIN

File AttachmentTownofRibMountainPollutionPreventionPlanPublicWorksFacilityMar

ch2018.pdf

AR_PPFIN

File AttachmentTownofRibMountainPollutionPreventionPlanYardWasteSiteMarch20

18.pdf

Steps to Complete the signature process

1. Read and Accept the Terms and Conditions

2. Press the Submit and Send to the DNR button

NOTE: For security purposes all email correspondence will be sent to the address you used when

registering your WAMS ID. This may be a different email than that provided in the application. For

information on your WAMS account click HERE .

Terms and Conditions

Certification: I hereby certify that I am an authorized representative of the municipality covered

under Rib Mountain, Town MS4 Permit for which this annual report or other compliance document

is being submitted, and that the information contained in this submittal and all attachments were

gathered and prepared under my direction or supervision. Based on my inquiry of the person or

persons under my direction or supervision involved in the preparation of this document, to the best

of my knowledge, the information is true, accurate, and complete. I further certify that the

municipality’s governing body or delegated representatives have reviewed or been apprised of the

contents of this annual report. I understand that Wisconsin law provides severe penalties for

submitting false information.

Signee (must check current role prior to accepting terms and conditions)

Authorized municipal contact using WAMS ID.

Delegation of Signature Authority ( Form 3500-123 ) for agent signing on the behalf of the

authorized municipal contact.

Agent seeking to share this item with authorized municipal contact (authorized municipal

contact must get WAMS id and complete signature).

After providing the final authorized signature, the system will send an email to the authorized party and any agents. This email will

include a copy to the final read only version of this application.

Do not close your work until you SAVE.

Sign and Submit Your Application

Authorized Signature.

I accept the above

terms and conditions.

Signed by : i:0#.f|wamsmembership|tturner1969 on 2018-03-23T13:02:05

You have already signed and submitted this application to the DNR. Please contact

the Wisconsin DNR for assistance.

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SOUTH MOUNTAIN RD SOUTH MOUNTAIN RD SOUTH MOUNTAIN RD SOUTH MOUNTAIN RD SOUTH MOUNTAIN RD

RED BUD RD

RED

BUD

RDRE

D BU

D RD

RED

BUD

RD

GOLD

ENROD CIR

GOLDENROD CIR

PARK RD

PARK RD

A1 A2 A3 A4

B1 B2 B3 B4

C1 C2 C3 C4

D1 D2 D3 D4

P-100

ZZ-100

L-100

NoPond-1

NoPond-2

NoPond-3

NoPond-6

K-100

N-100

NoPond-5

NoPond-4

I-100

M-100

Q-100

H-100

O-100

S-100

X-100

Z-100

G-100

W-100

T-100

E-100

D-100

D-110

D-130

D-140 V-100

C-100

F-100

C-110

B-110

B-100B-100

B-140B-130

B-170

B-150B-160

B-200 B-210

YY-100

A-100

A-120

A-130

A-110

A-150

A-140

A-160

A-180

A-170

J-100

Group D

Group C

Map Printed: 3/8/2018DISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

Prepared by:

www.mi-tech.usTOWN OF RIB MOUNTAIN

STORM SEWER SYSTEM - KEY MAP ±

0 1,000 2,000 3,000 4,000 5,000 Feet

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Miles

1 2 3 4+ + +

A

B

C

D

++

++ +

++

A

B

C

D

++

++

+

1 2 3 4+ + ++ +

Street IndexRAINBOW LNRASPBERRY LNRAVEN AVRED BUD RDRED MAPLE RDREDTAIL LNREDWING RDREDWING WAYRIB MOUNTAIN DRRIB MOUNTAIN WAYROBIN LNROOKERY VIEW DRROSE AVS 12TH AVS 13TH AVS 17TH AVS 28TH AVSAGE LNSAINT FRANCIS WAYSANDPIPER AVSKYLARK LNSMOKETREE LNSNOWBIRD AVSNOWDROP LNSNOWFLAKE LNSOUTH MOUNTAIN RDSPEARMINT LNSPRING CIRSPRINGBROOK DRSTARFLOWER DRSTARFLOWER LNSTARLING LNSTARLITE AVSTATE 29 EAST ON RAMPSTATE 29 WEST ON RAMPSTATE HIGHWAY 29STONECROP RDSTRAWBERRY LNSTRAWFLOWER CIRSUNBIRD LNSUNFLOWER LNSUNRISE CTSUNRISE DRSUNRISE LNSWALLOW LNSWAN AVTEAL AVTHORNAPPLE RDTHUNDERBIRD LNTRILLIUM LNTULIP CTTULIP LNUS 51US 51 NORTH OFF RAMPUS 51 NORTH ON RAMPUS 51 SOUTH OFF RAMPUS 51 SOUTH ON RAMPVERBENA AVVIOLET LNWARBLER WAYWAXWING RDWHIPPOORWILL RDWINDFLOWER LNWINTERGREEN RDWISTERIA LNWOODBINE LNWOODDUCK LNWOODSMOKE RDWREN ST

B4, C4C2A3B1, C1, D1-2D3B4A1A1A3, B3-4A2A2-3A3B4, C4A3A3A3A3C3A2A2A2-3C3A2C4B3B1-4C2A2A1-2C3C3B3-4C4B4, C4A3C4D3B3C2A2-3B4C4C4C4A2-3A4, B4A3A1, B1A2-3B3, C3-4B4B3-4A3, B3-4, C4A3, B4A3, B3-4, C4A3, B3A3, B3-4C3, D3B3B4A1A1D3C4, D4C3C3B4C2A3

ARROWOOD CTARROWOOD LNASTER RDAZALEA CTAZALEA LNAZALEA RDBANEBERRY CTBAY PARK CTBEGONIA STBELLFLOWER STBIG PINE LNBITTERSWEET RDBLACKBERRY CTBLACKBERRY DRBLACKBERRY SOUTHBLAZING STAR STBLEEDING HEART STBLUEBELL DRBLUEBELL LNBLUEBELL RDBLUEBERRY CTBLUEBERRY LNBLUEBIRD LNBLUEGILL AVBLUEJAY LNBOBOLINK AVBOBWHITE RDBOULDER RIDGEBROADBILL LNBROOKFIELD LNBUCKTHORN CTBUFFLEHEAD AVBUTTERCUP RDBUTTERNUT RDCAMELLIA STCANARY AVCANVASBACK LNCARDINAL AVCARNATION AVCHICKADEE LNCLOVER RDCLOVERLAND LNCOUNTRY LNCRANE DRCROCUS RDDAFFODIL LNDAHLIA LNDAISY RDDEER TAIL LNDOGWOOD RDDOVE AVDUSTY MILLER RDE BITTERSWEET CTE LAKESHORE DRE RIB MOUNTAIN DREAGLE AVELDERBERRY RDFALCON AVFALCON WAYFAWN RDFERN LNFIRETHORN RDFLAMEFLOWER RDFLAMINGO LNFLAX LNFORGET ME NOT LNFOXGLOVE RDGOLDENROD CIRGOLDENROD CTGOLDENROD RDGOOSE LNGROUSE LNHARDWOOD LNHERON AVHILLCREST LNHOLLIBUSH LNHUMMINGBIRD RDI-39I-39 SOUTH ON RAMPINDIGO DRIRIS LNIVY LNJONQUIL LNJUNIPER LNKILDEER LNKINGBIRD AVKINGFISHER LNKINGLET CIRLAKESHORE DRLARKSPUR LNLAUREL RDLIBERTY AVLILAC AVLILY LNLOGANBERRY CTLOTUS LNLUPINE RDMACAW AVMAGNOLIA AVMALLARD LNMANDARIN LNMARIGOLD RDMARTIN AVMEADOW CIRMEADOWLARK LNMERGANSER WAYMINT LNMOCKINGBIRD LNMOONLITE AVMORNING GLORY LNMOSINEE TOWER RDMOUNTAIN CTMOUNTAIN LNMOUNTAINBERRY CTN LAKESHORE DRNIGHTINGALE LNNORTH MOUNTAIN RDNUTHATCH LNORCHID CIRORCHID CTORCHID LNORIOLE LNOSPREY DROWL LNPANSY LNPARAMOUNT DRPARK RDPARROT LNPARTRIDGE AVPARTRIDGE WAYPEACOCK AVPEPPERBUSH LNPEPPERMINT LNPETUNIA RDPHEASANT AVPHLOX LNPINE SISKIN LNPINTAIL LNPLOVER LNPRIMROSE AVPRIMROSE LNQUAIL AV

D3D3D3-4C4C4C4, D4C3B4B3B2, B3B4, C4B3, C3, D3C2C1-2C2B3B3C3C3C3C2C2A3B4A2-3A3A2A2A2C3-4C3A2C4, D4B1B3A3A2A3C4A3C3B3-4B4A2B1B3B4B1B3B2, C2A3C4D3C4A3-4A3B1A2A2D2B3-4C3C3A3B3-4B4, C4C3-4C3C2C2-3A3A2B1A3A1C3-4A3, B3B4, C4, D4C4B4B3-4B3-4B3-4C3A2-3A3, B3B3B4B4, C4C4B2, C2C4B4B3-4C2B4D3A2B3, C3A3A2D3A3B4A3A2B3A2C4B3-4C3A2A2C2B4A3A1-3A1-2C3C3C3A3-4A2A2, A3B3-4C4B2-3A3-4A3A3A2C1C2D3A3B4B4A3-4A4B3D3A3

>>

>>

>>>

>>>>>>

>>

>>>

>>

>>

>>>

>>

>>

>>

>>>

>>

>>>>>

>>

>>

>>

>>

>>

>>>

>>>>>

1500

16001601

1701

1800

1901

2008

2001

58002005 5900

2101

2201

2104 2105

5400 2201

2202 22042204 2202

220522012300

2300 23002301

23022304 23052200 2400

230523042404 23012400

2400 24012403

24026200 2402660648022400 2405 2405 490224046704 53025304 24046706 6702 5708

50017111 5905 51035201 5105 4801480555052502 6709 590125017101 67112501 49014913530268056205 5404 5306 530454022508 55032507 250449095102 4905

5609520155012602 53055401 53075403 5303 51072605

26032606

270027026906

2700

69006800 60056404 6001

74016303

63056705

3007

3000

3009

3301

3507

3500

3901

3900

5705

5711

2703

5700

5805

2209

5600

5605

6711

2003

2002

NORTH MOUNTAIN RD

SPRINGBROOK DR

WHIPPOORWILL RD

HILL

CRES

T LN

WAXWING RD

THOR

NAPP

LE R

D

GROU

SE L

N

REDW

ING

RD

REDWING WAY

CRAN

EDRNU

THATC

H LN

24''CMP

[Good]

24''CMP[Poor]

12''CMP

[Digout]

48''CMP[Good]

30''H

DPE

[Goo

d]

''Unknown[Good]

18''RCP[Digout]

34''H

DPE

[Goo

d]

24''HDPE[Good]

38''HDPE[Good]

48''CMP[Good]

60''HDPE[Good]

18''CMP[Digout]

18''CMP[Good]

15''HDPE

[Good]

24''CMP[Poor]

30''CMP

[Poor]

18''RCP[Digout]

60''HDPE[Good]

15''C

MP[G

ood]

36''HDPE[Good]

30''CMP[Good]

48''HDPE[Good]

18''CMP[Digout]

48''HDPE[Digout]

Map Printed 3/8/2018

A1Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

> > > > > > > >>> >

>> >> > >> > > > >> > > >> > > >

>

>>

>

>>

>>>

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>>

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>>

>>

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>>

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>>

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>>

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>>>>> >>

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>>>

>>

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>>

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>>

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>>>

>> >>

>>>

>>

>>

>>

>>

>>

>>>

>>

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>>>>

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>>

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>

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>

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>

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>>

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>>>>

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>>

>

> > > >>>>

>

> >

>>

>

> >

>>

>

>>

>

> > >

>

> > >>

>> > > >

>

3300

1601

31061608

2702

35003502 3406 3202

2805310734091701 17021700

170117061707

1800 18021801

180318041804 1803 1806

34083410 33083310 32103302 3208

180532073301 320133073407 19021902

4000 1903 19031903 19041904

190719061905 19051906 1906 1906 19053601

20012001 2002 200220012002 2002

20032004 200420032003 2004 2004 20053702 3604 3602 32023208330233083704 3502 34023408

5800

21013403 3401 33092100 3503 32092101 3409 33053705 3407 3301 21024508 4002

21022102 2103 21043410 330634023406 330434082104 2105 210532084500 2104

45044604 4602 4506210622022104 320422012105 2200 33073401 3303330534053407 220022042202 22035400 31062201 22044304 29004603 4501 22034601 450546072202 22062204 2205 34002204 320833082300 31022202 320231013402340634082301

22062205 2305 23002201 23012301 230343022300 23024507 23022300 23002301 23022303 23052303 34053407 320333092303 2302 330334012302 33052304 230423042304 2305 23072400 42022305 23052304 2401 24002401 34003408 34022306 340623062400 4100 2401

2400 24012401 3006320024022403 37002402 2403 2407 3106 30022402 3409 3403 31103405 31023407 3401 29044802 29062405 2405 45042404 4508 440446082405 4902240453025304 24045708

3203 31113607 34034009 2907290925004206 3405 30074208 2503 30034300 35024304 43025001 28053402 33023308 3208330051035201 3304 32005105 4707 2807480148055505 2901 2803250549014913 26005302 25022509 27052507 2905 2701260126005404 5306 53045402 26002602 25112601 37035503 2601 320733032504 3401 3305 33013407 32053405 34032504 25134909 26025102 4905 260226045609 26042603 26032600 26035201 30125501 30064200 300830102605 260253055401 53075403 5303 2606 26045107 340434082606 34062605 26063402 3306 320433023304 3206 290029022904 260426074201 2610 260626082608 26092607 2606

3303 320534072611 3207 270234012702 3305 33012701 3403 27023405 27012610 2700 26132609 2700 2705 270227042704 30102701 3012 300427042703 27032700 27042707 2706270333043408 3406 3404 3306 3206 270633023402 32042702 27062702 27052704 27062705 28022707 28022801 28012700 2802 28042709 2803 28033407 3403 34014302 340527084204 3305 28044306 33034300 4200 3207 320533012711

2802 2803 2806280427002805 2806

28082906300834062802 2806340828064201 280433043306 3302 32063404 320443014307 4305 4205 29024203

28014302 29064306 29074204 2907 29074308 4202 290629064200

29092909 29082908 2908 2909410042052904 2905 300130004203 4201 3001 3000 30013000

29043000

30033004 30043003 30034000300840053002 30053201 30053004 30053002 310031003006 40014003 3100

300131013006 31024001 31013104 310231013100 31024005 3102310331033103 31043104 31042901 3104

31053105 3009 3106310631053105 31063101 31064100310729063006 3107 2900

41404180 32023109

3208 32042903 29013005 2905 2805 28033101 3001 32064203 4185 30034201

2613

2616

2613

2706

2705

5705

5711

3816

4125

3200

3108

3300

4135

4004

420042083204

4103

5700

4149

2902

4404

4105

5600

3007 3005

300230043006

3002

2703 3011 3009 3007 3005

3006

30103012

3009

3008

3605

5605

4200

3802

4501

2704

3702370437063708

38023804

3814

1801

4000

4204

4207

3205

3004

3200

2301

3900

3850

3706

4002

30043002

4010

39163918

2800

281128102820

ROBIN LN

PART

RIDG

E AV

SPRINGBROOK DR

QUAI

L AV

SKYLARK LN

CHICKADEELN

NORTH MOUNTAIN RD

MOUNTAIN LN

OWL LN

REDWING WAY

BUFF

LEHE

AD A

V

RAVE

N AV

HILL

CRES

T LN

FALC

ON A

V

THUNDERBIRD LN

FALC

ON A

V

BROADBILL LN

SWALLOW LN

MANDARIN LN

BLUEJAY LN

PARTRIDGE WAY

PARK RD

PARKRD

MACA

W AV

GROU

SE L

N

FALC

ONAV

BOBW

HITE

RD

PEAC

OCK

AV

MACA

W A

V

PHEA

S ANT

AV

BLUEJAY LN

KILDEER LN

OSPREY DR

MERG

ANSE

R WA

Y

SAND

PIPE

R AV

RAVE

N AV

CRAN

EDR

FALCON WAY

PHEA

SANT

AV

QUAI

L AV

NUTH

ATCH LN

SUNBIRD LN

BLUEJAY LN

KILDEER LN

SNOW

BIRD

AV

BOULDER RIDGE

C-100

NoPond-5

ZZ-100

12'' C

ONC

12'' CONC

12'' C

ONC

12'' C

ONC

24'' C

ONC38x60'' CONC

21'' CONC

30'' C

ONC

30'' C

ONC

38x60'' CONC

38x60'' CONC

12"U

nkno

wnUNK38"x60"RCP

29"x45"RCP32"HDPE

48"RCP

24"R

CP

21"RCP

12"RCP12"HDPE

12"R

CP

12"U

nkno

wn

12"RCP

15"HDPE

12"RCP

15"CMP

24"

21"CMP

12"

24"RCP

15"

UNK

24"

21"R

CP

24"U

nkno

wn27"R

CP

UNK

12"

UNK

18"

21"HDPE

UNK

18"UNK

UNK

30"RCP

UNK

20''R

CP[G

ood]

12''C

MP[D

igout]

15''CMP[Good]

''CMP[Good]

30''HDPE[Good]

12''CMP

[Digout]

24''CMP[Good]

12''C

MP[D

igout]

24''HDPE[Good]

12''HD

PE[Go

od]

12''C

MP[D

igout]12

''CMP

[Goo

d]

12''C

MP[D

igout]

18''C

MP[G

ood]

12''HDPE[Good]

40''HDPE[Good]

''CMP[Digout]12

''CMP

[Digo

ut]

12''C

MP[G

ood]

12''C

MP[D

igout]

''Unknown[Good]

14''CMP[Digout]

18''RCP[Digout]

12''C

MP[D

igout]

24''CMP[Good]

18''RCP[Digout] 18''RCP

[Digout]

18''C

MP[D

igout]

48''CMP[Good]

12''CMP[Digout]

18''CMP[Good]

15''HDPE[Digout]

22''CMP[Digout]

15''H

DPE

[Goo

d]

22''C

MP[D

igout]

24''CMP[Poor]

30''CMP

[Poor]

12''CMP[Digout]

18''H

DPE

[Goo

d]

12''CMP[Good]

18''RCP[Digout]

15''H

DPE

[Goo

d]

18''CMP[Digout]

18''HPDE[Good]

24''HDPE

[Good]

30''HDPE[Good]

24''CMP[Good]

14''CMP

[Good]

18''RCP[Good]

36''HDPE[Good]

15''HDPE [G

ood]

16''H

DPE [

Good

]

D-100

D-110

Map Printed 3/8/2018

A2Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

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1320

1607 1601 150113151407 1405

1507 1401

1313 1310

1312

13141316

132133001320 1323

13251324

1330 1352

31061608

2702 20435003502 3406 1083202 110 112

104

1022805310734091701 17021700101

170117061707

1800 18021801

180318041804 1803 1806

34083410 33083310 32103302 3208

180532073301 320133073407 19021902

1903 19031903 19041904

190719061905 19051906 1906 1906 19053601

20012001 2002 200220012002 2002 1906200420032004 200420032003 2004 2004 2005

3702 3604 3602 3202 21043208330233083704 3502 34023408

21013403 3401 33092100 3503 32092101 3409 230533053705 3407 18013301 190721012102 2205

21022102 2103 21043410 330634023406 33043408 17012104 2105 210532082104

200321062202 3204 220022012200 33073401 3303330534053407 2200 220822042203 31062204 2900

2203230222062205 3400 320833082300 3102 32023101340234063408

2300 23042301 23032302 2802

230223052303 34053407 32033309 33033401 33052304 2304

23072401 2400 34003408 34023406

240130063200

3700 2407 3106 30023409 3403 31103405 31023407 3401 29042906

3203 31113607 3403 2907 180729093405 3007 2404190130033502 28053402 33023308 320833003304 3200 28072901 2803 140227052905 2701 14042601 250514082600 25043703 3207 26013303 26073401 3305 33013407 32053405 3403 2602 2605

1410 260326042602 1808 26011902 14122603 19063012 300630083010 2603 2607260626022604 140734043408 3406 26063402 3306 320433023304 26033206 2900 260229022904 26112604 260814092605 1901 18091905 1903 270519072606 270220032409 26132606 270418072007

3303 270532053407 27013207 2707270234012702 3305 27043301 2701 27023403 27023405 2701 2702 2706 27032705 2702 25082703 2101 2705 27092707 27061906 1904 19022704 1608 1606 1602160418062504 27052704 1506250230103012 30042704260627042707 2603270527062703 2711270833043408 3406 3404 3306 3206 27063302 27093402 28003204

2706 27082801 28012802 27111905 1901 280118051807 150128022801 18031903 1801 2801 28022802 2801 16011605 160328012802 2804 28012803 26072803 28033407 28053403 3401 28033405 28043305 280328043303 3207 32053301

2802 2805 28052803 2806 28002804 28031506 2805 28062805 2806 2805 2006 280528082807 2110290630083406 170628063408 28092806 21062804 260833043306 1602 28073302 32063404 20042606 20023204 1906 281020082102 280719082104 1904 14021406180426132902 17101802 14041902 130417081806 1302

280928112801

19051907 1405 14031901 18031805 130317051903 290120012906 20032907 2902 29012907 2907 2901290129062906 2901 29022107 29052904 29032904 29032904 290029092909 2908 29032908 2908 29032909 29072905 29052909 29052906 2906 290629052905

29063001 27013000 29073001 29083000 30013000 3002 2907 290929083001 29083001 120029043001 1108300130023001 1106300230023003 3003 300430063004 3003 300330043003 11043003 3010 300530043003 11023004 3004 10103006300530053201 3005 30073005 3006 10083005 31003100 30063100 30073006 1006310230062602 3007 110331013101 30103102 3009 11013101 3100 10043102 31013101 10053102 310431003102 3102 3012 3103 10033103 3100 100231013103 310426093103 26033103 2607 2605 2601 17023104 3103 31043104 31063103 100131053104 3104 1606310431063105 31073106310631063105 31053105 31063106 3108 3109 170626102612 2608 260226042606 16023109 1708 1704 160432023201 9063107 9072906 9023006 3107 2900

3108 80632043201 32023202 17012607 2605 15032609 2603 15053203 1705 170326013109 3203 160116033204 320432063203 100632053204 804 7043206 19043206 1102 8022903 29013005 2905 2805 1902 1004 10022803 160416061702 90515061706 17041804 170832053205 19063101 1602 1302260426063001 26083206 13042612 2610 32063003

1803180519011903 33012407 33022403 130113033301 12033301 33022607 7032609 9072605 10012611 110533002613 2603 2601 11032201 903 33013304 330533033303330333043303 3304 340133062612 33053307 34033306 33062614 3305 33062608 2606 3305

33072604 120234052610 9043304 33111100 80490212003350 1000100211042616 11021300 90810041308 70233083401 80234023401 33093400

340434043403901 805 3402 70326052613 2611 1105 10052607 90512032603 34031201 1001 90711032609 3406 110134053406

34063501

3502350235013500 33113503

3503 908 9063403 904 804 3505360035063550 3505 35063602 3601

360136023600 360336043604 805901907 9033603 9053604

3606 360526002702 2602270027042706 34262604 24043605

360837003704

3702 37053708120424032503 37122703 2701 25012601 25052705

3707380437162603 3720 3801 38012605

12033800 38001301

381270638023802 3806

3900 38043908 705

3909 38062401 39073901

39043903 39033900 4000

4001

2501

2604

2104

2600

3816

3806

3704

3201

1104

3100 3104

3300

3500

3707

3808

3845

3880

2205

2001

3504

3007 3005

300230043006

3002

2703 3011 3009 3007 3005

3006

30103012

3009

3008

2901

2209

22102208

3101

27052703

2400

2510

2205

2204

2200

2301

2108 21002104

20092005 2001

2000 1207 1205

2308

3650

2907

3001

3101

3109

902

901 805

2305

23022209

2405

2704

3702370437063708

38023804

3814

37033705

39093911

2804

2709

1328

2303 2301

2400

2406

2807

21002000

20042008

1801

10031005

1003 903

1305

2200

3103

3004

3200

2906

3203

904

900

3140

1806

2301

2501

31243120

3651

3701

3601

3575

3555

3525

1304

30043002

1605

12041206

3808

4010

39163918

39063904

39023900

38103812

39073905

39013903

380538073803

38013709

3707

26092607

2800

1701

18091915

3813381538173819

40204022

4026402840324034

2008

2201

WOO

DDUC

K LN

BLUEBIRD LN

12TH

AV

QUAI

L AV

SKYLARK LN

MALLARD LN

ORIOLE LN

CHICKADEE LN

28TH

AV

US51

US 51 SOUTHON RAMP

OWL LN

RIB MOUNTAIN DR

US 51

STAT

E29

WES T

ONRA

M

TEALAV

WREN ST

WARBLER WAY

CANA

RY AV

13TH

AV

PARROT LN

CARD

INAL

AV

RIB MOUNTAIN DR

17TH AV

THUNDERBIRD LN

FALC

ON A

V

EAGL

E AV

FALC

ON A

V

NORTH MOUNTAIN RD

SWALLOW LN

MART

IN A

V

BLUEBIRD LN

SWAN

AV

BLUEJAY LN

PARTRIDGE WAY

MEADOWLARK LN

MART

IN A

VGOOSE LN

BLUEBIRDLN

HUMMINGBIRDRD

MACA

W A

V

FALC

ONAV

REDTAIL LN

PLOVER LN

PEAC

OCK

AV

MACA

W A

V

PHEA

S ANT

AV

BLUEJAY LN

KILDEER LN

FLAMINGO LN

ROOK

ERY V

IEWDR

OSPREY DR

HERO

N AV

STARLING LN

FALCON WAY

PHEA

SANT

AV

QUAI

L AV

US51 SOU TH

OFFRAMP

RAVE

N AV

SUNBIRD LN

BLUEJAY LN

KILDEER LN

US 51 NORTH ON RAMP

SNOW

BIRD

AV

US 51 SOUTHON RAMP

PINTAIL LN

KINGFISHER LN

C-100

S-100

X-100

NoPond-3

K-100

NoPond-5

Sams Club

Nicolet National Bank

FREEDOM GROUP LLC

Michaels

Best Buy

Hobby Lobby

Kohls

Barnes&Noble Rain Gdn.

Ulta Beauty

HWY 51/29 Pd. FBarnes&Noble Wet Pd.

Covantage Regional Os.Szmanda Dental

Covantage SE Os.

Biloife W.Biloife E.

Biggby Coffey W.

BiggbyCoffey E.

Honey Baked Ham Mall

Howard Johnsons

Radant Ins. Agency

HWY 51/29 Pd. D

HWY 51/29 Pd. E

8'' CL

AY

8'' CONC

21'' C

ONC

18'' CONC

12'' CONC

12'' CONC

12'' CONC

48'' CONC

12'' C

ONC

12'' CONC

12'' CONC

12'' C

ONC 48'' CONC

15'' CONC

12'' CONC

48'' CONC

12'' CONC

24'' C

ONC

15'' CONC

48'' CONC

12'' CONC

12'' CONC

30'' CONC

21'' CONC

24'' CONC

27'' CONC

18'' C

ONC

38x60'' CONC

21'' CONC

12'' UNK

48'' CONC12'' CONC

12'' CONC18'' CONC

48'' CONC60'' CONC

30'' CONC

30'' C

ONC

24'' CONC15'' CONC

30'' C

ONC

38x60'' CONC

38x60'' CONC

15'' CONC

72'' CONC

12"RCP

15"RCP

18"

18"RCP

12"RCP

12"Unknown

UnknownRCP

12"RCP

12"RCP

12"RC

P

12"U

nkno

wn

12"RCP

UNK

24"RCP

12"RCP

12"Unknown

18"RCP12"RCP

12"U

nkno

wn

18"

UNK38"x60"RCP

15"R

CP

12"RCP48"RCP

24"R

CP

12"HDPE

12"

21"RCP

12"RCP

15"RCP

18"

12"RCP12"

12"RCP

15"RCP

12"PV

C

8"PVC

12"RCP

12"PVC

15"RCP

UNK Storm Drain

24"

12"RCP

12"RCP

12"RCP

UNK est. location / can't open catch basin

UNK

15"RCP

12"P V C

12"R

CP

12"PVC

18"HDPE

12"U

nkno

wn

12"RCP

12"RCP

18"RC

P

12"HDPE 12" HDPE

12"CMP

12"RCP12

"RCP

15"CMP

UNK

18"

12"

24"

18"UnknownRCP

12"R

CP

UNK

12"

12"H

DPE

15"RCP

15"RCP

12"HDPE

18"RCP

UNK

24"RCP

15"RCP

15"

12"HDPE

14"PVC

UNK

12"RC

P

24"

48"RCP

UNK

8"PVC

30"RCP

UNK

15"RCP

15"Unknown

21"RCP

21"R

CP

UNK

24"U

nkno

wn

UNK

18"H

DPE

12"HDPE

27"R

CP

UNK

18"U

nkno

wn

15"RCP

12"

15"

18"

12"HDPE

21"RCP

15"RCP

18"RCP

15"H

DPE

UNK

18"

UNK est. location / can't open catch basin

24"RCP

12"P

VC

UNK

30"RCP

18"RCP

20''R

CP[G

ood]

8''HDPE

[Good]

12''HDPE[Good]

15''HDPE[Good]

17x13''CMP[Digout]

12''C

MP[D

igout]

15''CMP[Good]

''CMP[Good]

10''HDPE[Good]

30''HDPE[Good]

24''CMP[Good]

12''C

MP[D

igout]

24''HDPE[Good]

12''C

MP[D

igout]

12''H

DPE

[Goo

d]

12''C

MP[D

igout]

18''C

MP[G

ood]

18''HDPE[Good]

''CMP[Digout]12

''CMP

[Digo

ut]

24''CMP[Digout]

12''C

MP[D

igout]

18''CMP[Good]

14''CMP[Digout]

24''H

DPE

[Digo

ut]

24''HDPE[Good]

12''C

MP[D

igout]

24''C

MP[G

ood]

15''H

DPE

[Goo

d]

21''C

MP[D

igout]

72''P

VC[Po

or]

12''CMP[Digout]

19x2

8''CMP

[Goo

d]

18''CMP

[Digout]

15''HDPE[Digout]

12''H

DPE

[Goo

d]

22''CMP[Digout]

22''C

MP[D

igout]

16''H

DPE

[Goo

d]

18''H

DPE

[Good

]

12''CMP[Digout]

15''CMP[Good]

12''CMP[Good]

15N to 18S''Unknown[Digout]

12''CMP[Good]17

x13''C

MP[D

igout]

36''HDPE[Good]

35 x 24''RCP[Good]

36''RCP[Good]

24''CMP

[Good]

42x29''CMP[Digout]

15''RCP[Good]

15''H

DPE

[Goo

d]

10''HDPE[Good]

12''H

DPE

[Goo

d]

10''HDPE[Good]

12''C

MP[G

ood]

36''RCP[Good]

30''HDPE[Good]

48''HDPE

[Good]

48''HDPE

[Good]

24''CMP[Good]

12''U

nkno

wn[G

ood]

18''RCP[Good]

23x14''RCP

[Good]

15''CMP[Good]

12''CMP[Good]

36''HDPE[Good]

24''CMP [Poor

]

66''RCP [Good]

16''H

DPE [

Good

]

24''HDPE[Good]

12''H

DPE [

Good

]

'' [Good]

42''RCP[Good]

23x124''RCP[Digout]

''RCP[Good

]

23x14''RCP[Digout]

''RCP[Good

]

12''H

DPE

[Goo

d]

48x2

7''CMP

[Digo

ut]

44''RCP[Good]

24''HDPE [Digout]

P-100

ZZ-100

L-100

N-100

NoPond-4

M-100

Q-100

Y-100

O-100

S-100

Z-100

R-100

T-100

W-100

D-100

D-110

D-130D-120

D-140

V-100

C-110

U-100

YY-100

J-100

Map Printed 3/8/2018

A3Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

#*

#*

#*

#*

#*

#*

!(

#*

#*

!(

!(

"

"

!(

!(

>

>>

>

> >>

> >>

>

>

>>>

>

> >

> >

>>

>>

>>

> >

>>

>

>

>

>

>

> >

>> > >>

>>> >

>>>

> >> >> > > >>>>

>>

>>>

>> >>>

> >

>>> >>> >> >>>

> > >>>>

> >>

>>>>>

>>>>>>

>> > > >>>> >>>> > > >> >>

>>

>>

>> >>

>>>>

> > >

> >

>

>

>> >

>> >

>

> >>>>>>>

>>>>

>>

>

> >>>

>

> >> >

>>>>

> > > > > > > >> > > >

>

>>

>

> > >>

>>

>>

> > > > > >>> >>

>>

>>

>>> >>

> >

>

>

> > >

>

> >>>

>

>

> >

>

>> >> >>

>>>

>

>

>>

>

>

>

>>> >

>>

>

>>

>>

>

>>

1320

1607 1601 150113151407 1405

1507 1401

1313 1310

1312

13141316

13211320 1323

13251324

1330 1352

204

108 110 112104

102

101

2404

14021404 25051408 2504

26011410 2603260426011412

260726061407

26032602 26112608140927052702 26132704

2705 270127072704 27022706 2703

27092707 27061608 1606 16021604 27051506

2711270827092708 271128011501 2801 28022801 16011605 1603

280128052803 280428032805 28031506 2805 2806

280528091602 28072810 2807 14021406 1404 1304 1302

28092811

1405 1403 1303 29012901290129012902

29052904 29032904 29032900 29032907290529052906 2906 29062905

290729082907 290929082908 12002904 1108300130023001 11063002 3004 1104300530043003 11023004 1010300630073006 10083006100631023006

11033101 11013100 1004100531043103 10033100 100231011702 3106 10011606

16021704 1604 906907 902806

1701 150315051703 160116031006 606804 702704

1102 8021004 1002160416061702 90515061602 130213043206 602506

504130113033301 1203 3302 603703907 60110011105 1103 903 50233013305

5093401

3403 3306 50012023405 904 33111100 80490212003350 503100010021104 11021300 9081004 606 604 6021308 702802

4983400

901 805 3402 7031105 1005 9051203 34031201 1001 9071103 11013406

35013502

3503

908 906 904 804 350536003506

3601

36033604805901907 903905

3606 3605

360837003704

3702 37053708 380312043712

380537073804 370337163720 38073801 3801

1203 3701 380938043800 38001301 38113812 380670638023806 39013805

3900 3808 390538043908 705 38097033909 39093806 3810 39013907

39013911 39033904 3900 3905 3905390839093903 3903 39134000 3907

39104001 3915 3909

3201

1104

3100 3104

3300

3500

3707

3808

3845

3880

2205

3611

2705

2400

38001207 1205

3650

2907

3001

3101

3109

902

901 805

2709

1328

2400

2406

2807

10031005

1003 903

1305

904

900

3801

3140

2501

31243120

3651

3701

3601

3575

3555

3525

1304

1605

12041206

WOO

DDUC

K LN

KINGLET CIR

BLUEBIRD LN

MLLRD.LN

12TH

AV

LAKESHOR.

DR

RIB MOUNTAIN DR

WREN ST

TEALAV

ROBIN LN

13TH

AV

17TH AV

ORIOLE LN

SWAN

AV

WARBLER WAY

REDTAIL LN

BLUE

GILL

AV

PLOVER LN

BLUEBIRD LN

STARLING LN

PARROT LN

PINE SISKIN LN

PINTAIL LN

S-100

X-100

Y-100

K-100Sams Club

Nicolet National Bank

Michaels

Best Buy

Hobby Lobby

Kohls

Barnes&Noble Rain Gdn.Ulta Beauty

Barnes&Noble Wet Pd.

Biloife W.Biloife E.

BiggbyCoffey W.

Biggby Coffey E.

Honey Baked Ham Mall

8'' CONC

12'' CONC

15'' CONC

12'' CONC

15'' CONC

12'' CONC

30'' CONC

24'' CONC

18'' C

ONC

12'' CONC18'' CONC

24'' CONC15'' CONC

15'' CONC

15"RCP

18"RCP

12"RCP

12"Unknown

12"RCP

12"RCP

12"Unknown

12"U

nkno

wn

12"HDPE

12"HDPE

12"PVC

12"R

CP

15"RCP

12" P VC

12"

12"R

CP

15"RCP

18"RCP

15"RCP

14"PVC

UNK

UNK

8"PVC

30"RCP

15"RCP

15"Unknown

24"RCP

UNK

12"HDPE

18"U

nkno

wn

15"RCP

15"

18"RCP

24"RCP

UNK est. location / can't open catch basin

12''HDPE[Good]

17x13''CMP[Digout]

12''H

DPE

[Goo

d]

18''HDPE[Good]

15''CMP[Digout]

15''H

DPE

[Goo

d]

18''CMP

[Digout]

12''H

DPE

[Goo

d]

24''HDPE[Good]

15''CMP[Good]

35 x 24''RCP[Good]

36''RCP[Good]

48''HDPE

[Good]

48''HDPE

[Good]

15''CMP[Good]

12''CMP[Good]

66''RCP [Good]'' [Good]

42''RCP[Good]

''RCP[Good

]

''RCP[Good

]

12''H

DPE

[Goo

d]

48x2

7''CMP

[Digo

ut]

15''HDPE

[Good]

44''RCP[Good]

15''HDPE[Good]

P-100

L-100

NoPond-3

N-100

NoPond-4

M-100

Q-100

O-100

S-100 R-100

T-100

W-100

V-100

U-100

J-100

Map Printed 3/8/2018

A4Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

>>

>>>

>>

>> >> >>

>>>

>>

>> >>>>

>>

3301

3507

3500

3901

3900

6200 5800

4300

4405

4406

4407

63056701

45046501

4804

680169057105 71016909

7109

70067002 6904 68027104

5304

6905 6801700771056909

7203

7204 7102 53016802690469087300

7105

54007303

5505

56015600

5609

57055704

5501

6200

5908

690073006406 6000

4803

6507

5801

5501

6709 6703

7000

5600

70016221

5921

6033

5309

5308

5306

6500

6301

5804

SOUTH MOUNTAIN RD

CROCUS RD

HARD

WOO

DL N

HARD

WOO

DL N

THOR

NAPP

LE R

D

DOGWOOD RD

RED

BUD

RD

BUTTERNUT RD

ELDERBERRY RD

DAISY RD

15''H

DPE

[Goo

d]

24''H

DPE

[Goo

d]

15''H

DPE

[Goo

d] 12''C

MP[D

igout]

12''C

MP[G

ood]

15''H

DPE

[Poor]

15''C

MP[D

igout]

36''HDPE[Good]

30''H

DPE

[Good

]

12''C

MP[D

igout]

48''HDPE[Good]

Map Printed 3/8/2018

B1Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

#*

#*

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>

>>

> > >>>

>>>>

>>>>

>>>>

> >>

>

>>>>>

>>

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>>>

>>>> >>>>> >>

>>>

>> >> >>

>>

>>>

>> >>

>>

>>>>

>

>

> >>>

>

>

2706

2705

4500

3800

3510

3502

300230043104 3000 280029002902 280431003102 2904

5000 50013103

50035002

5004 5005

50075006

51015100

5102 5103

3101 51053005

30033001

290953042907

2905 280029032901

2803

5400

5400

5505

5506

56015600

5609

57055704

41083400

3604

4106 4000

2804

3309 3305480333033605

310540014101 6200

4305580134033503

5501

32013301

6401

3816

6300

5600

3500

4699

6221

3508

4650

4200

4406

5921

6033

5309

51015100

5006 5007

50055004

5003

5001

3702370437063708

38023804

3814

5308

5306

5000

5002

5004

5006

2801

5005

5007

5101

5103

5105

5201

5200

5102

5100

2902

5003

4010

39163918

44054701

41454147

41514153

41504152

3308

5804

SOUTH MOUNTAIN RD

IRISLN

LILYLN

FERNLN

BEGONIAST

CHICKADEELN

PARK RD

BELLFLOWER ST

BITT

ERSW

EET

RD

CAME

LLIA

ST

DAISY RD

DOGWOOD RD

BLEE

DING

HEA

RT S

T

LAUR

EL R

D

BLAZ

ING

STAR

ST

PARK RD

PARK RD

A-150

C-100

D-100

S. Mtn. Elem. School

15'' C

ONC

15'' CONC

15'' C

ONC

15'' CONC

12'' C

ONC

12'' C

ONC

12'' CONC

12'' CONC

12'' C

ONC

12'' CONC

15'' CONC

12'' CONC

12'' CONC

24''CMP

[Good]

30''H

DPE

[Good

]

24''H

DPE

[Goo

d]

12''H

DPE

[Goo

d]

24''H

DPE

[Goo

d]

24''H

DPE

[Goo

d]

24''H

DPE

[Goo

d]

36''HDPE[Good]

48''HDPE[Good]

24''CMP[Good]

18''CMP[Good]

10''HDPE[Good]

12''HDPE[Good]

NoPond-6

D-110

A-100

A-170

A-180

Map Printed 3/8/2018

B2Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

"

!(

#*

#*

#*

#*

#*

#*

#*

#*

XW

XW

#*

"

!(!(

"

!(

""

#*

"

#*

#*

#*

#*

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3502350235013500 33113503

3503 908 9063403 904 804 3505360035063550 3505 35063602 3601

360136023600 360336043604 805901907 9033603 9053604

3606 360526002702 2602270027042706 34262604 24043605

360837003704

3702 37053708120424032503 37122703 2701 25012601 25052705

3707380437162603 3720 3801 38012605

12033800 38001301

381270638023802 3806

3900 38043908 705

3909 38062401 39073901

39043903 39033900 4000

4001

100140034005 4004

3800 9082170 1206 100011064007 1204 7064006 4000 80211003510

35024100 9031001

4150707

42014203

4201

42054207900

4300 43014301

43054307

43094311

44014400 4405 4403

4320 440744084412 44091500

4411

44134440 4415

7054502 45034508 805 8034605450515014504 921 4507

46014603

46054602 46074510

4650 460946114604

470347014703801180418061900 47054707470016042005

470518001807 150218092001

2000 18051907150716011705 1603 15051703 1701 480419041905

4711 9061501 8069081900 150415061802 16021708 17061804 1702 1604 48061901

1805300230043104 3000 280029002902 9032804 8051001 905 8033100 801 7013102 8071809 49012904 703

2400906 80411004905 5000 10065000 9105001 90210021004 904 806 802

3103 5100230250035002

70110011003 907 905 9019035004 22105005 5004 80310051007 801 725

220650075006

51015100 5102 51035103 90851045102 5103 5105

10041008 1006 9103101 2104 1002 904 9025105 510730053003

210230015201 9032909 9072100 1003 100152072907 2002 52022905 520328002903 52112006

52102901910 904906 520510042803 1002 5206908

530253015207

909 907 530190527002702 2408 53012704 2606 2404 530221022506 2104 1806 12002504 20042206 5309130820022304 17041906 19022204 1802 160617021708 53051904 17061804 1604 1502 1408 13021306 53051001

530790854012703 9041805 9102605 9022701 90613032607 12112603 12091905 120320052103 2001 130118012609 2403 12072307 16052601 17072405 2401 22012205 160321052503 1701 16011903 1803 150519015400 5403

54052704 2608 200421062702 2606 2604 540522022500 2404 21042208 160619062402 16042206 1902 18041806 18021904 1708 1706 12061702 1304 5410 5507 54075409

24092609 55012401 55012501 20055501 2605 1705 17011805 16052607 1905 55032503 1603 15052603 14032105 1901 13032209 2103 130514011801 55012205 2201 5502 55012001

550555195503200655102104250026022606 1804 180226042608 200222042502 17041906 19042200 18065505 24085506 2404 5504 550516061902 550755051702 1604 12041504 55061404 12061402 1304 55071302 55051306

5601 56015601210724092413 24052503 22072401 1703 56032305 2103 1605 140517011905 170520012609 1305 13031505 12071403 1401 1301 110318052205 2005 12051901 56021903 56035602 560556052109

2307 560756065601 56055605 5609560656055604 1404 1402 13041306 1208 12061302 5611570125045701 57015703 10022406 570510042402 230827022704 2608 2506 1505 57031503 57031403 1401 1303 1301 1207 12055701 5702 1000

1001 57075704 5705 1404 1402 1304 1208 12061302 5706 5705 580110032500 10052701 26052703 2607 5706 1007

10092502 120714035802 5801 13011303 12051401 5802 10025802 10045803 1006

100058065805 10011304 13022601 1208 5806 58051404 12065804 13063400 5805 26102606 59002702 5901 1003

1005100710095902 1403 1305 1301 1207 1205 590259025903

2613 59051406 59041404 5906 9001304 10005905 2607 1302 1208 1206 10081100 9045906

59083604 1405 13051403 1303 1301 12051207 11031407 1007 1001 9019039051101 1003600224022612 26062610261414061504 1304 60062804 9009021004110011041206 90412081404 1306 10001102

3309 33053303 1401 120313031305140722113605 110111031207 10031503 1409 61021307 61011507 9013105

6200 6106180115046201 1500 1408 10001406 110211046108 11001404 12061208

3403 62053503 6205 1710 1702 17001706 1704 1405 1205 12011207 100311011103

3201 172063013301 63041701 12041210 12021206 1005105011041715 1003

1730 62026403 1811

1740

2503

5200

11014500

4502450445084512

54065410

4601

4160

4120

3816

3806

4002

5901

1801

1803

21062208

2606 2604

2505

6300

3704

2101

2160

4180

3500

3707

3808

3845

3880

4001

3504

5904

2202

2406

472047244728

4800

45304524

4340

4260

4600

22102208

4702

1695

3500

2200

5005

5404

5405

2190 21402130

4220

4280

4300

4185

4215

4245

4225

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42654285

2205

2204

2200

2301

2108 21002104

20092005 2001

2000

2601

6206

1207 1205

3650

4802

3508

6109

51015100

5006 5007

50055004

5003

5001

902

5406

2207

6201

6203

4202

2150

2305

23022209

2180

2405

3702370437063708

38023804

3814

37033705

39093911

1100

2703 27011803

1800

2602

10081006

905

909

904

900

4002

4101410541134121

5201

450145034505

4509

5000

5002

5004

5006

2801

5005

5007

5101

5103

5105

5201

5200

5102

5100

1555

3651

3701

3601

3575

3555

2206

2202

22072205

47094711

2902

13011203

1201

5003

3808

4010

39163918

39063904

39023900

38103812

39073905

39013903

380538073803

38013709

3707

26092607

6209

6215

6219

4325

5400

4611

4701

4345

4490

6210

6214

6218

44044406

44164424

802

4611

4160

3813381538173819

40204022

4026402840324034

41004102

41304132 4103

410541094111

411541174121

41234127

41294133

413541394141

41444146

41454147

41514153

41504152

6101

4700

2008

2201

3308 BEGONIAST

UNNAMED

ROSE

AV

CHICKADEE LN

ORCHID LN

RIB

MOUN

TAIN

DR

COUNTRY LN

RIBMOUNTAIN

DR

LILY LN

BELLFLOWER ST

TULIPLN

MORNING GLORYLN

ORCHID CT

IRIS LN

PHLOX LN

BITT

ERSW

EET

RD

CLOVERLAND LN

WARBLER WAY

MEADOW CIR

VIOL

ET L

N

FERN LN

SWAN

AV

IVY LN

SOUTH MOUNTAIN RD

JONQUIL LN

KINGBIRD AV

FERN LN

TULIP CT

LILACAV

WOO

DDUC

K LN

BROOKFIELD LN

STRAWBERRY LN

FLAX LN

PARK RD

SOUTH MOUNTAIN RD

HOLLIBUSH LN

CAME

LLIA

ST

FERN LN

MINT LN

BOBO

LINK

AV

IRIS LN

REDTAIL LN

PLOVER LN

BLEE

DING

HEA

RT S

T

STARLING LN

LOTUS LN

MAGN

OLIA

AV

BLAZ

ING

STAR

ST

PANSY LN

DAHLIA LN

US 51

US 51 NORTH ON RAMP

US 51

US 51 SOUTHON RAMP

KINGFISHER LN

DEER TAIL

LN

DAFFODIL LN

SNOWFLAKE LN

TULIP

LN

STATE29 EAST

ONRAMP

B-120

B-190

D-100

R-100

Q-100

Magnolia Custom Homes

Doepke Rec. Area

Lily Ln. Pd.

S. Mtn. Elem. School

Bone & Joint W.

Bone & Joint C.Bone & Joint E.

HWY 51/29 Pd. G

HWY 51/29 Pd. H

Texas Roadhouse Ug. S.

TexasRoadhouse Ug. N.

Kwik Trip

Dicks W.

Dicks C. Dicks E.

Kourek Wausau Imports

PandaExpress W. Panda

Express E.

Walmart

AT&TGoodwill

Sams Club

Nicolet National Bank

FREEDOM GROUP LLC

Michaels

Best Buy

Hobby Lobby

12'' CONC

12'' C

ONC

12'' CONC

12'' CONC

15'' C

ONC

15'' CONC

15'' CONC

15'' CONC

15'' C

ONC

15'' CONC

12'' CONC

15'' C

ONC

12'' CONC

12'' HDPE

12'' HDPE

15'' CONC

12'' C

ONC

12'' CONC

12'' C

ONC

12'' CONC

12'' CONC

12'' CONC

12'' CONC

12'' C

ONC

12'' C

ONC

12'' C

ONC

12'' CONC

12'' C

ONC

18'' CONC

12'' CONC

15'' CONC

18'' C

ONC

12'' CONC

12'' CONC

18'' CONC

24'' H

DPE

12'' U

NK

24'' CONC

12'' U

NK 12'' UNK

24'' CONC

15'' CONC

15'' CONC

12'' CONC

12'' CONC

15'' HDPE

12'' CONC

15'' CONC

15'' HDPE

27'' CONC

42'' HDPE

15'' HDPE15'' CONC

15'' CONC

42'' C

ONC

15'' HDPE

15'' CONC

12'' HDPE

21'' CONC

30'' CONC

12'' CONC

21'' CONC

24'' CONC

18'' CONC

18'' C

ONC

18'' CONC

30'' CONC

12'' CONC

30'' CONC

12'' C

ONC

24'' CONC

12'' HDPE

18'' HDPE

21'' CONC

12'' HDPE

30'' C

ONC

21'' CONC

15'' C

ONC

18'' C

ONC

18'' CONC

18'' CONC

15'' HDPE

18'' H

DPE

24'' C

ONC

24'' CONC

34x53'' CONC

30'' HDPE

24'' C

ONC

18'' CONC

21'' CONC

12'' CONC

34x53'' CONC

18'' CONC

21'' UNK

12'' CONC

12'' CONC

24'' HDPE

24'' UNK

15"RCP

18"RCP

12"RCP

UNK

12"RCP

18"HDPE

12"RCP Stub - est. length

19"x30"RCP

18"RCP

15"R

CP

12"HDPE

12"HDPE

34"x53"

24"HDPE

19"x30"RCP

24"Unknown

12"RCP

UNK12"PVC

12"PVC

15"RCP

UnknownPVC 3"

12"HDPE

12"PVC

18"HDPE

24"RCP

12"HDPE

30"HDPE

30"CMP Excellent Condition

15"Unknown

UNK

12"PVC42"HDPE

12"Unknown

UNK

12"PVC

15"RCP

18"RCP

12"HDPE

42"

24"RCP Not complete - need to figure out starting point

12"RCP

42"R

CP

18"RCP

18"HDPE

8"PVC

30"RCP

42"RCP

34"x53"RCP

36"RCP

12"HDPE

12"CMP Drain

UNK

Drain

15"RCP

18"RCP

42"RCP

24"RCP

UNK Drain

UNK Drain

12"P

VC

29"x45"

34"x5

3"

24''H

DPE

[Goo

d]

3''PVC[Good]

12''HDPE[Good]

12''HDPE[Good]

24''CMP

[Good]

15''HDPE[Good]

12''C

MP[Po

or]

15''CMP[Poor]

18''CMP

[Digout]

18''CMP

[Digout]

15''CMP[Good]

30''H

DPE

[Good

]

18''CMP[Digout]

24''H

DPE

[Goo

d]

12''H

DPE

[Goo

d]

15''HDPE[Good]

18''CMP[Poor]

24''HDPE

[Good]

12''CMP[Digout]

12''CMP[Good]

12''C

MP[G

ood]

15''CMP[Digout]

24''HDPE[Good]

15''HDPE[Good]

6''PVC[Good]

''CMP

[Goo

d]

24''CMP

[Good]

18''H

DPE

[Goo

d]

12''C

MP[G

ood]

30''CMP

[Good]

18''H

DPE

[Goo

d]

24''H

DPE

[Goo

d]

24''H

DPE

[Goo

d]

24''H

DPE

[Goo

d]

12''CMP[Digout]

''CMP

[Poo

r]

18''CMP

[Digout]

15''HDPE

[Good]

12''C

MP[Po

or]

15''C

MP[D

igout]

18''H

DPE

[Goo

d]

24''C

MP[D

igout]

48''H

DPE

[Goo

d]

24''C

MP[D

igout]

18''CMP[Poor]

15''HDPE[Good]

15"''CMP[Digout]

48''H

DPE

[Goo

d]

18''C

MP[D

igout]

48''H

DPE

[Goo

d]

15''H

DPE

[Goo

d]

24''CMP[Poor]

15''CMP[Good]

18''CMP

[Good]

28''CMP[Digout]

12''HDPE[Good]

24''CMP[Good]

48''HDPE

[Good]

35x24''CMP[Good]

21''C

MP[D

igout]

24''C

MP[G

ood]

30''H

DPE

[Goo

d]

42''CMP[Good]

21''CMP[Digout]

24''C

MP[D

igout]

18''CMP[Good]

15''C

MP[G

ood]

18''C

MP[D

igout]

12''C

MP[G

ood]

15''RCP[Good]

10''HD

PE[Go

od]

18''CMP

[Good] 42 x 29''CMP

[Good]

24''CMP[Digout]

24''CMP[Good]

35 x 24''RCP

[Good]

48''RCP[Good]

12''RCP[Good]

10''HDPE[Good]

24''HDPE[Good]

15''CM

P[Di

gout]

12''C

MP[G

ood]

15''CMP[Poor]

36''RCP[Good]

30''HDPE[Good]

15''HDPE[Good]38

''HDP

E[G

ood]

18''HDPE[Good]

15''H

DPE

[Goo

d]

48''HDPE[Good]

36''CMP[Good]

12''HDPE[Good]

23x14''RCP

[Good]

30''HDPE

[Good]

18''CMP

[Digout]

15''R

CP [G

ood]

30''RCP [Good]

14''RCP

[Digout]

12''HDPE[Good]

18''C

MP[Po

or]

24''HDPE[Good]

57 x 38''RCP[Good]

57 x 38''RCP[Good]

23x124''RCP[Digout]

23x14''RCP[Digout]

48x2

7''CMP

[Digo

ut]

42 x 29''RCP [Good]

18''RCP

[Good]

30''RCP[Good]

36''RCP [Good]36''RCP [Good]

P-100

L-100

NoPond-3

NoPond-6

K-100

N-100

I-100

M-100

H-100

O-100

G-100

E-100

D-110

C-100

F-100

C-110

B-110

B-100

B-100

B-140

B-130

B-160

B-150

B-200

B-170

B-180

B-210

A-100

A-150

A-140

A-160

A-170

A-180

J-100

Map Printed 3/8/2018

B3Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

#*

#*

#*

#*

#*

XW

XW

#*

"

!(!(

!(

"

""

#*

"

#*

#*

#*

#*

#*

#*

#*

>

>

>>

>>

>>> >

>> >>>

>>

>>

>

>

>

>

>>>

>

> > >

>

>

>>

>

>>

>

> >>

> >>>

>

>>>

> > > > > >> >

>

>>

>>

> > > >>>

> >> >>

>>

>

>

>

>>

>>

>>

>

>

>

> > >>>>

>>

>>

>

>>>>>

>>>

>> >>

>

>

>

> > >

> >> >>

>

>>>>

>

>

>

>>

>

>>

>

>>

>

>

>

>

>

>>

> > >

>

>

>>

>

>>

>>

>>>

>>

>>>

>>> >>

>>>

>>

>>

>>>>>

>>> >>> >> >

>>>>

>> >> >>

>>>>>

>> >>> >>>>

>>>>> >>>>

>>> >> >>> >>

>>

>>>

>> >>

>>>> > > > > >>> >

>>>

>> >>>

>> >>

>> >>

>> > > > > > > > > > > > > > > >>

>> > > > > > > > > > > > > > > >>

>>>>>>>>> > >>

>>

>>>>>

>>>>>>> > > > >>> > > >>>>>

>>>

>>>

>>

>>>

>>

>>

>>

>>> >>

>> >>>

>>

>>> >> >>>

>>>>

>> > > > >

>>>

>>> >>

>>

>> >> >> >> >>> >>

>>>

>>> >

>> >

> >

>> > > >>>>

>> > >>

>>

>>

>

> > >

> >

> > > > > > > > >>>

> >

> > > >

>>

>

>>

>>

>>

> > >

> >

>>

> > >

> > >

>

>

>>>> >>

>>>> >>>

>>

> > >>

>>

>

>

>

> >

> >>

>

>>>>

>> > > > >> >

>>

> >

>>>>

>>

>

>

>>

> >

>

> >>

>

>>> >>> >

>>>

>

>

>>>

>>

>>>>

>>

>>>

>

>>>

>> >> > >>>>

>

>

>>

>> >

> >>>

>>> >

>> >

>

>

> >>>>>>>

>>>>

3502

3503

908 906 904 804 350536003506

3601

36033604805901907 903905

3606 3605

360837003704

3702 37053708 380312043712

380537073804 370337163720 38073801 3801

1203 3701 380938043800 38001301 38113812 380670638023806 39013805

3900 3808 390538043908 705 38097033909 39093806 3810 39013907

39013911 39033904 3900 3905 3905390839093903 3903 39134000 3907

39104001 3915 39093902 3908 4000 39111001 40004003 40014005 4004 4002

4004 40039081206 100011064007 1204 606608 4003 404 4005706 5004002 4084000 802 704 7021100 4007

40113003024100 4105407501903 507605607 41064100703 3011001 4109701 41074150 4111304 409707 4107 4200

4110 3034111 4113411042024111 3064200 3054201 42014200

420142044203 4203 3074201 4202 420242034205 4206 42033094207900 420442054204 4205 311 4208 42054300 43014301 43014300 4300 4301 4302 4207

43054303 430143044307

4313 4306 430643094303440243154311

4305440144014400 4405 43074403

43084407 4404 440144084412 44091500 4403

4411 508 440550060070044134440 44074415 408

40444084501705 45027014502 4503805 8034605

45051501 4505921 4507

46004601 4601 4004603

460246054602 46034607 4605

46044650 460946114604 4609

4703 460847014703 4701801

470047054703470747001604

4706 4705470515024800

4707

4801150716011603 15051703 1701 4804

4711 9061501 48038069081504150616021702 1604 4806 4805

4901903 8051001 905 803 801 7018074901 703

4907

906 80411004905 5000 1006 910 90210021004 904 806 8027245100

70110011003 907 905 901903 5004 80310051007 801 725

5102 51035103 9085104

510510041008 1006 9101002 904 902 5107

5201 9039071003 100152075202

52035211

910 904906 52051004 1002 520690853025301

5207

909 907 5301905530153021200 530913081704 16061702 53051706 1604 1502 1408 13021306 53051001

53079085401 904910 9029061303 12111209 12031301 120512071605 16031701 1601 15055403

540554051606 16041706 12061702 12041304 5410 5507 54075409

55011705 1701 1605 55031603 1505 1403 130313051401 55015502 5501

5505551955031704 5504 55051606 550755051702 1604 12041504 55061404 12061402 1304 55071302 55051306

5601 56015601

1703 56031605 14051701 1305 13031505 12071403 1401 1301 110312055602 56035602 5605560556075606

56055605 5609560656055604 1404 1402 13041306 1208 12061302 56115701

57015703 1002 570510041505 57031503 57031403 1401 1303 1301 1207 12055701 5702 10001001 5707

5704 5705 1404 1402 1304 1208 12061302 5706 5705 5801100310055706 10071009 5805

120714035802 5801 13011303 12051401 5802 10025802 10045803 1006 58095813100058065805 10011304 1302 1208 5806 58051404 12065804 1306

59005901 1003100510075902 1403 1305 1301 1207 1205 590159025902

59035909

59051406 5904 60011404 5906 9001304 10001302 1208 1206 10081100 90459066003

4164145908

4101405 13051403 1303 1301 12051207 11031407 1007 1001 901 4049039051101 10036002

40214061504 220 2043021304 1182026006 120900 2189021004110011041206 904 21612081404 1306 10001102 206210 208212

116219 217 201 121 1151401 1203130313051407 205110111031207 10031503 1409 11461021307 610261011507 207901 213403 209211215610460136009 6015 11211362016106

15041500 1408 10001406 110211046108 11001404 12061208

6202620060066008 610662006010 61026100 6110 620962026206 62046108 6203

1702 1700 62131706 1704 1405 1205 12011207 100311011103 214 6206208 6205204212 210

702 8026301630363041701 12041210 12021206 100510501104 211 63021715 10032076202 601

63042031811 6402

5200

11014500

4502450445084512

54065410

4601

5901

6206

508

6207

3500

3707

3808

3845

3880

4001

5904

806

901

903801703701611

602 728706704610606

705

472047244728

4800

453045244520

3611

4600

4702

1695

5005

5405

38001207 1205

3650

4802

902

4104

5406

5106201

6203

1100

10081006

905

909

904

900

4002

410141094117

3801

4103

5201

45014503

45094511

1555

3651

3701

3601

3575

3555

47094711

13011203

1201

5905

5400

4611

4701

4490

44044406

44164424

802

4611

4160

411

4700

LAKESHORE DR

STAR

LITE

AVORCHIDCT

SUNRISELN

UNNAMED

ROSE

AV

UNNAMED

RIB

MOUN

TAIN

DR

COUNTRY LN

RIBMOUNTAIN

DR

LILY LN

TULIPLN

IRIS LN

BIG

PINE

LN

PHLOX LN

LIBER

TY AV

BIG

PINE

LN

MEADOW CIR

FERN LN

RAINBOW LN

LAKESHORE DR

SWAN

AV

LAKESHORE DR

FORG

ETME

N OT

LN

BLUEGILLAV

IVY LN

SOUTH MOUNTAIN RD

JONQUIL LN

SOUTH MOUNTAIN RD

HUMM

INGB

IRD

RD

TULIP CT

LILACAV

WOO

DDUC

K LN

BROOKFIELD LN

KING

LET

CIR

WARBLER WAY

MORNING GLORYLN

FLAX LN

HOLLIBUSH LN

FERN LN

BAY P

ARK C

T

FERN LN

ORCHID LN

REDTAIL LN

PLOVER LN

STARLING LN

LOTUS LN

DAFFODIL LN

MOONLITE AV

PANSY LN

DAHLIA LN

TULIP LN

US 51

PINE SISKIN LN

INDIG

ODR

US 51

STATE29 EAST

ONRAMP

US 51 NORTH ON RAMP

B-110

B-120

B-190

R-100

Q-100

Bone & Joint W.

Bone & Joint C.Bone & Joint E.

HWY 51/29 Pd. G

HWY 51/29 Pd. H

Texas Roadhouse Ug. S.

TexasRoadhouse

Ug. N.

Kwik Trip

Dicks W.

Dicks E.Dicks C.

Dunkin Donuts

Kourek Wausau Imports

Panda Express E.Panda Express W.

Walmart

AT&TGoodwill

Sams Club

Nicolet National Bank

Michaels

Best Buy

Hobby Lobby

15'' CONC

12'' CONC

12'' CONC

18'' CONC

15'' CONC

12'' CONC

12'' CONC

18'' CONC

12'' CONC

12'' CONC

12'' CONC

12'' U

NK

24'' CONC

12'' U

NK

12'' U

NK

24'' CONC

15'' CONC

12'' CONC

15'' HDPE

12'' CONC

15'' CONC

12'' CONC

15'' HDPE15'' CONC

42'' CONC

12'' CONC

15'' HDPE

15'' CONC

21'' CONC

12'' CONC

24'' CONC

18'' CONC

18'' C

ONC

30'' CONC

12'' CONC

30'' CONC

12'' C

ONC

24'' CONC

12'' HDPE

27'' CONC

12'' HDPE

29x45'' CONC

30'' C

ONC

21'' CONC

15'' C

ONC

18'' C

ONC

18'' CONC

18'' CONC

15'' HDPE

24'' C

ONC

24'' CONC

34x53'' CONC

24'' C

ONC

18'' CONC

12'' CONC

34x53'' CONC

21'' UNK

24'' UNK

15"RCP

18"RCP12"RCP

UNK

12"RCP

18"HDPE

19"x30"RCP

12"HDPE

34"x53"

24"HDPE

19"x30"RCP

24"Unknown

12"RCP

12"HDPE

UnknownPVC 3"

12"HDPE

24"RCP

30"HDPE

30"CMP Excellent Condition

15"Unknown

10"PVC

UNK

12"PVC

42"HDPE

12"UnknownUNK

12"PVC

15"RCP

18"RCP

12"HDPE

42"

24"RCP Not complete - need to figure out starting point

12"RCP

42"R

CP

18"RCP

18"HDPE

8"PVC

30"RCP

42"RCP

34"x53"RCP

36"RCP

12"HDPE

12"CMP Drain

UNK

Drain

18"RCP

42"RCP

24"RCP

UNK Drain

UNK Drain

29"x45"

34"x5

3"

24''H

DPE

[Goo

d]

12''HDPE[Good]

12''HDPE[Good]

8''HDPE[Digout]

12''C

MP[Po

or]

15''CMP[Poor]

18''CMP

[Digout]

18''CMP

[Digout]

15''CMP[Good]

18''CMP[Poor]

18''CMP[Digout]

18''CMP[Poor]

15''HDPE

[Digout]

15''CMP[Digout]

12''C

MP[G

ood]

15''CMP[Digout]

6''PVC[Good]

''CMP

[Goo

d]

24''CMP

[Good]

30''HDPE[Good]

12''C

MP[G

ood]

30''CMP

[Good]

12''CMP[Digout]

24''C

MP[G

ood]

''CMP

[Poo

r]

18''CMP

[Digout]

15''HDPE

[Good]

12''C

MP[Po

or]

15''C

MP[D

igout]

18''H

DPE

[Goo

d]

24''C

MP[D

igout]

24''C

MP[D

igout]

18''CMP[Poor]15"''CMP[Digout]

18''C

MP[D

igout]

24''CMP[Poor]

15''CMP[Good]

12''CMP

[Poor]

12''HDPE[Good]

35x24''CMP[Good]

21''C

MP[D

igout]

24''C

MP[G

ood]

30''H

DPE

[Goo

d]

42''CMP[Good]

21''CMP[Digout]

24''C

MP[D

igout]

Unknown''CMP[Good]

18''C

MP[D

igout]

10''HD

PE[Go

od]

15''HDPE[Digout]

42 x 29''CMP[Good]

24''CMP[Digout]

15''CMP[Digout]

35 x 24''RCP

[Good]

48''RCP[Good]

12''RCP[Good]

15''CM

P[Di

gout]

15''CMP[Poor]

36''RCP[Good]

30''HDPE[Good]

18''HDPE[Good]

15''H

DPE

[Goo

d]

36''CMP[Good]

18''CMP[Good]

18''HDPE

[Good]

15''R

CP [G

ood]

30''RCP [Good]

14''RCP

[Digout]

12''HDPE[Good]

18''C

MP[Po

or]

57 x 38''RCP[Good]

57 x 38''RCP[Good]

48x2

7''CMP

[Digo

ut]

15''HDPE

[Good]

15''HDPE[Good]

42 x 29''RCP [Good]

18''RCP

[Good]

30''RCP[Good]

36''RCP [Good]36''RCP [Good]

P-100

L-100

NoPond-3

K-100

N-100

I-100

M-100

H-100

O-100

G-100

E-100

F-100

B-140

B-100

B-100

B-130

B-160

B-150

B-200

B-170

B-180

B-210

A-100

J-100

Map Printed 3/8/2018

B4Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

>> >>

>>

>>

>>

>>>

>>

>>>

>>>

>>

5908

690073006406 6000

4803

6507

5801

5501

6709 6703

6604

6608

6804

700551005504 7000510253005404 5000 7010

701151035301 50055900

710171004910

71057100 7110

5602 7201 71035901

5801 490172005705 7203

72024801

56015407

7300

75097508

7601

7705

5600

8704

6811

7402

7000

5401

6607

70016221

7500

60336500

6510

6301

RED

BUD

RD

SOUTH MOUNTAIN RD

BLACKBERRY DR

BLAC

KBER

RY SO

UTH

LOGA

NBER

RY C

T

DOGWOOD RD

THOR

NAPP

LE R

D

PEPPERBUSH LN

12''H

DPE

[Digo

ut]

12''H

DPE

[Digo

ut]

18''CMP[Digout]

15''HDPE[Good]

30''HD

PE[Good

]

36''HDPE[Good]

36''HDPE

[Good]

24''HDPE[Good]

48''HDPE[Good]

15''HDPE[Good]

Map Printed 3/8/2018

C1Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

>>

>>

>>>>

>>

>> >> >>

>>> >>

>> >>>

>>

>> >>

>>>>>

>>>>>>

>>>

>>

>>

>>> >> >> >> >>> >> >>

>>>

>> >>

>>

>>>

>>

>>

>>>

3604

4106 4000

2804

3309 3305480333033605

310540014101 6200

4305580134033503

5501

32013301

6401

6400

68556600

66046600

6700

6708

680867856755 6775 7000

6810

69004508 690668306770 6780 682067606750 690868006902 6802 68507005 6910700269055100 7001450670005504 470670005102 690453005404 4204 70005000 4502 4306 43027010 43044503 4300 7003

70027000 7001700445017010 69027011 700551035301 70045005

5900 4309 4301 7003 69034209 700371007011 7009 70044505 4500 710071017100 69017008 71014910440071017105 71014503 7200 7101 71007100 710171007110

45015602 7201 7103 4405 7109 7107 7201711071004708 440372015801 7200 72024901

72005705 720372007202 7203 300072047202 35007203 720372014801 3600

720332005601 7202 72065407

73007300 7301

7301350335054205 3601 3403730435017303730673047304 7303

7303 32057400

7401 7304

7405 74017401

7403740774107408 74037509 7404

7501 7501 32017404 74087500

7505 75037504

76017601

7601

76057604 7603 76057606 7610 76027600

7601 76037608

7705

5600

7808

8608

6300

7200

69056909

6901

6905

4602

7401

7404

7408

7615

740374127414

73007302

3407

5401

6891

6221

3107

6705

4510

7107

7506

7600

7700

6601

6300

4406

6033

3603

7400

7400

2902

44054701

7011

7101

6880

SOUTH MOUNTAIN RD

FXGLV.RD

GOLDENROD RD

STRFLW.LN

BLAC

KBER

RY CT

LAUR

ELRD

BLUEBERRY LN

BLUEBERRY CT

MOUNTAINBERRYCT

RASP

BERR

Y LN

BLAC

KBER

RY SO

UTH

STRA

WFL

OWER

CIR

BLACKBERRY DRLOGA

NBER

RY C

T

SPEARMINT LN

BLACKBERRY DR

DOGWOODRD

GOLD

ENRO

D CT

BUCKTHORN CT

NoPond-1

18''C

MP[D

igout]

18''H

DPE

[Goo

d]15''CMP[Digout]

18''C

MP[D

igout]

18''CMP[Good]

18''CMP[Digout]

12''H

DPE

[Digo

ut]

15''H

DPE

[Digo

ut]

18''HDPE[Good]

18''CMP[Good]

18''CMP[Digout]

30''H

DPE

[Goo

d]

18''CMP[Digout]

18''CMP[Digout]

15''HDPE[Good]

15''H

DPE

[Good

]

18''CMP[Digout]

30''HD

PE[Good

]

12''C

MP[D

igout]

12''CMP[Digout]

18''C

MP[G

ood]

36''HDPE[Good]

18''CMP[Digout]

33''H

DPE

[Goo

d]

24''C

MP[G

ood]

36''HDPE

[Good]

18''CMP[Poor]

26''R

CP[D

igout]

12''HDPE[Good]

126''C

MP[G

ood]

18''CMP

[Good]

12''HDPE[Digout]

126''C

MP[G

ood]

18''CMP[Good]

12''RCP[Good]

18''CMP[Good]

A-100

A-150

Map Printed 3/8/2018

C2Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

#*

#*

#*

!(

"

#*>>>>

>>>>

>>>>>>>>>>>>

> >>

>>>>

>> >>

>

> >>

>>

>>

>>>>>

>>

>>

>>>

>> >>>

>> >>>

>>>>>>

>>

>>

>>>

>>

>>

>>

>>>

>>

>>>>>

>>>>>>

>>>

>>>

>> >>>

>> >>

>> >>> >>

>>

>>

>>>

>>

>>>>

>>>

>>> >>

>>> >>

>>> >> >>

>> >> >>

>>

>>

>>>>

>>>

>>>

>>

>>>

>>

>>>>> >> >>>>

>

>>

>>>

>>>

>>

>>

>>>

>>

>>>

>>>

>>>>

>>>

>> >> >>

>>

>>>

>

59002702 5901 1003100510075902 1403 1305 1301 1207 1205 59025902

5903

2613 59051406 59041404 5906 9001304 10005905 2607 1302 1208 1206 10081100 9045906

59083604 1405 13051403 1303 1301 12051207 11031407 1007 1001 9019039051101 1003600224022612 26062610261414061504 1304 60062804 9009021004110011041206 90412081404 1306 10001102

3309 33053303 1401 120313031305140722113605 110111031207 10031503 1409 61021307 61011507 9013105

6200 6106180115046201 1500 1408 10001406 110211046108 11001404 12061208

3403 62053503 6205 1710 1702 17001706 1704 1405 1205 12011207 100311011103

3201 1720630163033301 63041701 12041210 12021206 1005105011041715 1003

1730 62026403 1811

1740 1735 1115 1111 11071201 100712036204 100918091803 110111031775 18071790

62066400

1902 63001900 1802 17041804 17021800 1700 16041904

190518011803 17051805 1703 16031701 1605 160119011903

6600

66046506

6600

6606

6608

67026708

6801

68046808

70006810

6806

69066908 6902

1700 6903691070026905 7001 69007000 1750

16001604700370027001 70007004

70057003 70057003 690370037100 70107004

700169017101

2600

7200 7101 7100 71017101 6905

71007107 71017201 7102 1600

7201 18107200 7202

710371507203 30007204 35007203 72013600 230672033200 20022006210422027206

240525017301 2201350335053601 2609 250734037304 21053501730373062003

7303 32052303 18057400

730416017401 7401

7401

7502740374107408 7403

740473017508

7501 3201 7408

7503 7503 7407 7403 767576017602

760177007601 7601

770175007604

7605 740077017603 7600

77037700

77037702

78017703 7700

7704 7707 7800

18007800

77042300

78047801 78037806

2304 79002201

7803 780778002502 2301 7808

2600 79017808 23057804 79018100 80002401 79022405

80002501

7806

80047805

80088003800580077808 8002 8008

81048102

1408

8104

8205

8206

8202

8304

830583108306

910

24081104

10021508

2409 24052503 85011303 85022305 8012301 2201 1103

2005

84048406

860586048700 860487012300 86062200

870487068608 8704

8703

5901

7704

8001

8009

8001

8000

8001

1801

7509

6950

7025

7100

6950

1900

7140

7175

6901

1611

1710

1825

17251775 1675 1605

1850 1800

7301

6300

7200

69056909

74127414

7602

7606

2005

7705

73007302

3407

8504

5904

24062408

1695

2200

1101

701

6701

6609

66016600

6604

6800

26002506 2502

2601

2507 2503

6501

6401

6405

6400

6504

6500

2710 2706 2702 2604 25082504 2402

250325072603260727012705

2601

6206

6304

6607

2709

6109

2608

2608

2605

6605

6705

6801

3107

7050

1809

7075

17091801

1601

1800

17001610

70001601

7203

8002

7700

1300

2200

1801

1700

1505

7007

7600

6201

6203

3603

7400

8510

1555

2902

7506

6209

6215

6301

6219

7400

1901

901

6210

6214

6218

6222

6305

6101

FOXGLOVE RD

ROSE

AV

STRAWBERRY LN

BITT

ERSW

EET

RD

GOLDENROD RD

CLOV

ER R

D

ORCHID CIR

WIN

TERG

REEN

RD

LAKESHORE DR

JUNIPER LN

GOLDENROD CIR

BLUEBERRY CT

ORCHID CT

RIB

MOUN

TAIN

DR

SOUTH MOUNTAIN RD

COUN

TRY L

N

MAGN

OLIA

AV

WISTERIA LN

SAGE LN

HUMMING

BIRD

RD

BROOKFIELD LN

BLUE

BERR

Y LN

BLUEBELL LN

STRA

WFL

OWER

CIR

FLAX LN

BUTT

ERCU

PRD

SOUTH MOUNTAIN RD

HOLLIBUSH LN

STARFLOWER LN

SMOKETREE LN

BANEBERRY CT

US 51

LUPINE RD

VERB

ENA A

V

US 51

BLUE

BELL

RD

PANSY LN

FLAMEFLOWER RD

GOLD

ENRO

D CT

WOOD

BINE

LN

BLU E

BELL

DR

STATE29 EAST

ONRAMP

BUCKTHORN CT

MOS I

NEE

TOW

ERRD

STARFLOWER DR

BUTT

ERCU

P RD

GOLDENROD CIR

GOLDENROD CIR

NoPond-2

NoPond-3

Flameflower Road Pd.

Magnolia Subdivision

Trillium Ln. Pd.

Magnolia Custom Homes

Trim Crafters

Doepke Rec. Area

18'' C

ONC

18'' C

ONC

24'' CONC

24'' CONC

12'' CONC

24'' CONC

24'' C

ONC

24'' CONC

24'' CONC24'' CONC

UNK

12''CMP[Poor]

3''PVC[Good]

18''CMP[Digout]

12''HDPE

[Good]

18''C

MP[D

igout]

48''HDPE[Good]

12''C

MP[Po

or]

24''CMP

[Digout]

30''HDPE[Good]

18''H

DPE

[Goo

d]

15''CMP[Poor]

18''CMP[Good]

12''CMP[Digout]

24''HDPE[Good]

30''H

DPE

[Goo

d]

28''HDPE[Good]

24''CMP[Good]

15''C

MP[G

ood]

15''C

MP[D

igout]

18''CMP[Digout]

30''HDPE[Good]

12''CMP[Good]

24''HDPE[Good]

12''CMP[Digout]

12''CMP[Good]

12''C

MP[D

igout]

18''HDPE[Digout]15''CMP

[Good]

18''CMP[Good]

''CMP

[Goo

d]

18''CMP[Digout]

15''HDPE

[Good]

18''C

MP[G

ood]

12''CMP[Digout]

18''C

MP[Po

or]

18''C

MP[G

ood]

''CMP

[Goo

d]

''CMP

[Poor]

18''CMP[Digout]

15''HDPE

[Good]

12''C

MP[Po

or]

32''HDPE[Good]

18''HDPE

[Good]

18''HDPE[Good]

18''CMP[Good]

18''CMP

[Good]

36''CMP[Good]

24''C

MP[G

ood]

30''CMP

[Digout]

18''CMP[Poor]

26''R

CP[D

igout]

18''CMP

[Digout]

20''RCP[Digout]

18''HDPE

[Good]

30''HDPE[Good]

30''HDPE

[Good]

24''H

DPE

[Goo

d]

126''C

MP[G

ood]

18''CMP

[Good]

126''C

MP[G

ood]

30''HDPE[Good]

18''CMP[Good]

24''HDPE

[Good]

30''HDPE

[Good]

''HDPE

[Good]

48''RCP[Digout]

18''CMP[Good]

24''R

CP[D

igout]

48''RCP[Good]

18''CMP

[Digout]

36''CMP[Poor]

8''HDPE

[Good]

15''H

DPE

[Goo

d]

18''HDPE[Digout]

30''CMP[Good]

18''CMP [Poor]

24''RCP [Good]

30''RCP [Good]

14''RCP

[Digout]

18''C

MP[Po

or]48

''RCP

[Digo

ut]

48''R

CP[D

igout]

NoPond-1

A-100

A-120

A-130

A-110

A-150

A-140

A-160

Map Printed 3/8/2018

C3Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

#*

#*

>>>>

>>>>

>> >>

>>>>

>>>>

>>>>>>>>>>>>

> >>

>>>>

>> >>

>

> >>

>>

>> >>>

>>

>>> >>>

>>

> > >>

>> >>>>

>>

>>

>>>>> >>

>>

>>>

>>

>>>

>>

>>>

>>

>>

>>>>>>> >>

>>>

>>

>>

>>>>

>>

>>>>

>>

>>

>>>>

>>>

>>>

>>>>>

>>

>>

>>

>>>

>>>

>>>

>>

>>

>>>>>

>>>> >>>

>>

>>>>>

>>>

>>>

>> >> >>

>>>

>>

>

>>>

59005901 10031005100710095902 1403 1305 1301 1207 1205 590159025902

59035909

59051406 5904 60011404 5906 9001304 10001302 1208 1206 10081100 90459066003

4164145908

4101405 13051403 1303 1301 12051207 11031407 1007 1001 901 4049039051101 10036002

40214061504 220 2043021304 1182026006 120900 2189021004110011041206 904 21612081404 1306 10001102 206210 208212

116219 217 201 121 1151401 1203130313051407 205110111031207 10031503 1409 11461021307 610261011507 207901 213403 209211215610460136009 6015 11211362016106

15041500 1408 10001406 110211046108 11001404 12061208

6202620060066008 610662006010 61026100 6110 620962026206 62046108 6203

1702 1700 62131706 1704 1405 1205 12011207 100311011103 214 6206208 6205204212 210

702 8026301630363041701 12041210 12021206 100510501104 211 63021715 10032076202 601

63042031811 64021115 1111 1107 6306110511131201 100712036204 100918091803 1101

908640618076206

91280463001702 1700 1604

1703 16031701 1605 1601

6506

1166600 118120 1141221246606

126 1121196608 121128 117

11068011301272006702

1292026803

204 2016804 6802206

200 6805208 118128130 1206806 210300

6800302207

121 119201209 6902133 69011316902 3013061700 6903

124206306 302 210300 128308 202 1161600 1221604 118120

119125

70017007

7101 71016905

71001600 7103 115

7105

7201

1601

7301

7503

76757601

75077701

208300 206

7703

7801 77037703 77047800

770577057706

770777087804 7803

7806 7711

77137808

7807 79037901

79057902

8000

7907

800580047903

8008

81038002 8008

8107

81048102 8109

14088103

8104

8205 8201 8201

83018206

8202

8304

830583108306

910

84011104

10021508

85011303 8502801

1103

84048406

8607

8604 861186048701 86008606

8704 861387068704

8703

5901

6206

508

6207

7704

8001

8000

8001

6901

1611

1710

1725 1675 1605

7301

8504

5904

806

901

905

907

911

913

903801703701611

6408

602 728706704610606

705

6407

706702612608

6404

8205

8301

8305

1695

1101

701

201203205209211301305307

8206

1709

1601

17001610

1601

7203

8002

7700

1300

1700

1505

510

7007

6201

6203

7107

710 802

8510

7703

651

605

7200

1555

5905

901

411

204

ROSE

AV

SUNRISE DR

WOO

DBIN

E LN

LAKESHORE DR

GOLDENROD RD

DUSTYMILLER RD

CLOV

ER R

D

STATE HIGHWAY 29

ORCHID CT

WIN

TERG

REEN

RD

BIG

PINE

LN

BIG

PINE

LN

BANEBERRYCT

TRILLIUM LN

RAINBOW LN

FORG

ETME

N OT

LN

GOLDENROD CIR

SUNR

ISE

CT

RIB

MOUN

TAIN

DR

SOUTH MOUNTAIN RD

LIBER

TY AV

COUN

TRY L

N

SOUTH MOUNTAIN RD

AZALEA LN

SNOWDROP LN

HUMMING

BIRD

RD

BROOKFIELD LN

AZAL

EARD

CARN

ATIO

NAV

FLAX LN

HOLLIBUSH LN

LARKSPUR LN

STAR

LITE

AV

FLAMEFLOWER RD

WISTERIA LN

ORCHID LN

AZALEA CT

SUNRISE LN

PARAMOUNT DR

WOO

DBIN

ELN

BUTT

ERCU

P RD

PANSY LN

MOONLITE AV

STATE HIGHWAY 29

MOS I

NEE

TOW

ERRD

BUTT

ERCU

P RD

I-39

STATE 29 EAST ON RAM

I-39

US 51 NORTH ON RAMP

I-39 SOUTH

ON RAMP

STATE 29 EAST ON RAMP

US 51

GOLDENROD CIR

GOLDENROD CIR

NoPond-1

NoPond-3

HWY 51/29 Pd. I

Trillium Ln. Pd.

24'' CONC

18'' C

ONC

18'' C

ONC

24'' CONC

24'' CONC

24'' CONC

24'' CONC

12'' CONC

24'' CONC

24'' C

ONC

24'' CONC

24'' CONC24'' CONC

24"H

DPE

UnknownPVC 6"

12''CMP[Poor]

24''CMP[Good]

18''CMP[Digout]

12''HDPE

[Good]

12''C

MP[Po

or]

30''HDPE[Good]

18''CMP[Digout]

24''CMP[Digout]

15''CMP[Poor]

18''CMP[Poor]

28''HDPE[Good]

24''CMP[Good]

15''C

MP[G

ood]

15''C

MP[D

igout]

30''HDPE[Good]

18''HDPE[Digout]

''CMP

[Goo

d]

15''HDPE

[Good]

18''CMP[Good]

18''CMP[Poor]

24''C

MP[G

ood]

15''HDPE

[Good]

12''C

MP[Po

or]

18''HDPE

[Good]

36''CMP[Good]

30''CMP

[Digout]

12''CMP

[Poor]

20''RCP[Digout]

30''HDPE[Good]

24''CMP[Poor]

18''CMP[Good]

30''HDPE[Good]

24''HDPE

[Good]

Unknown''CMP[Good]

42''CMP[Good]

''HDPE

[Good]48''HDPE[Good]

48''RCP[Digout]48''RCP[Good]

15''H

DPE

[Goo

d]

18''CMP

[Good]

18''HDPE[Digout]

18''CMP[Good]

18''HDPE

[Good]

24''RCP [Good]

18''C

MP[Di

gout]

14''RCP

[Digout]

48''CMP[Poor]36''CMP [Good]

18''C

MP[Po

or]

36''CMP

[Good]

62''RCP

[Good]62''RCP

[Good]

48''R

CP[D

igout]

NoPond-2

A-100

A-120

A-110

Map Printed 3/8/2018

C4Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

8704

RED BUD RD

Map Printed 3/8/2018

D1Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

>>

>>>>>>

>>>>

8608

9008

9104

9400

10002

10104

10106

10408 10407

10600

31023000 106022900

3100107023101

2907 2905

280428052807

10804280628032808 2809 2804

28182808 2806 2804 28022810

2822

28122816

FXGLV.RD

PETUNIARD

REDMAPLE

RD

FAW

N RD

BITT

ERSW

EET

RD

ARRO

WOO

D CT

ARROWOOD LN

WINDFLOWER LN

RED BUD RD

24''R

CP[G

ood]

24''H

DPE

[Goo

d]

15''CMP[Good]

24''R

CP[D

igout]

18''C

MP[D

igout]

Map Printed 3/8/2018

D2Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

>>

>>>>>>

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830583108306

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84048406

860586048700 860487012300 86062200

870487068608 8704

87038705

8706

8805 2201 20058803

8808

22028903

21008902

26062608 89042604 2508 2504 2502 89002201

24052605 2507 2505 25012603

9008 24029007 2606 2604 2404 91012508 2504 2408

250126019104 9105 24032505 2401 9201

9109 2608 24022604 25022602 24042508

2409250926032607 2403 9205

9400

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19059901

10002

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250424062500 2002

2208

20052701 250310104 20012601

2607

220710106

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10307

10408 10407

10600

3102 106513000 106022900

3100107023101

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280428052807

10804280628032808 2809 2804 10801

28182808 2806 27862804 28022810 277627782822 2780 27742782

27572756

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2204

2200

1910

1900

2101

2201

1205

1400

8807

2200

1801

1700

1505

2784

28122816

8510

2500

2550

2600

2650

2700

FOXGLOVE RD

BITT

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RD

I-39

I-39

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RSWE

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ARRO

WOO

D CT

PETUNIA RD

PRIM

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LN

ARROWOOD LN

STONECROP RD

WIN

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RD

BUTT

ERCU

P RD

LUPINE RD

VERB

ENA A

V

WINDFLOWER LN

BUTT

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WIN

TERG

REEN

RD

ASTE

R RD

RED MAPLE RD

MARIGOLD RD

12''CMP[Poor]

18''C

MP[D

igout]

48''HDPE[Good]

30''HDPE[Good]

28''HDPE[Good]

24''R

CP[G

ood] 30''CMP

[Good]

30''HDPE[Good]

12''CMP[Good]

''CMP

[Goo

d]

24''H

DPE

[Goo

d]

32''HDPE[Good]

36''CMP[Good]

24''C

MP[Po

or]

15''CMP[Good]

30''HDPE[Good]

24''R

CP[D

igout]

30''HDPE

[Good]

''HDPE

[Good]

24''RCP [Good]

18''C

MP[D

igout]

24''CMP [Poor]

Map Printed 3/8/2018

D3Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

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>> >>>

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8304

830583108306

910

84011104

10021508

85011303 8502801

1103

84048406

8607

8604 861186048701 86008606

8704 861387068704

8703

8706

8801

8803

8806

8900

8900

1800

8504

8305

1300

1205

1400

1700

1505

8510

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AZAL

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WIN

TERG

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RD

BUTT

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P RD

WIN

TERG

REEN

RD

BUTT

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P RD

ASTER RD

12''CMP[Poor]

24''CMP[Good]

30''HDPE[Good]

28''HDPE[Good]

30''HDPE[Good]

36''CMP[Good]

30''HDPE[Good]

''HDPE

[Good]

48''HDPE[Good]

24''RCP [Good]

24''CMP [Poor]

36''CMP

[Good]

Map Printed 3/8/2018

D4Section

±0 1,000100 200 300 400 500 600 700 800 900 Feet

0 0.20.1 Miles

Prepared by:

www.mi-tech.usDISCLAIMER: The information and depictions contained herein are for informational purposes only; Mi-Tech specifically disclaims accuracy in this reproduction and advises that if specific and precise accuracy is required that certifiedmaps, surveys, plats, or other official means be obtained. There is no Statement of Accurracy for any parcel data; the parcel layer is considered an Index Parcel Layer not a Cadastral Parcel Layer. For planing purposes only.

TOWN OF RIB MOUNTAINSTORM SEWER SYSTEM

!.

")

#*

!

!5

")

Legend

Unknown8" 18" 29"x45" 38"x60" 12" 24" 38" x 60" Unknown

Culvert 15" 27" 36" 72" 8" 21" 34" x 53" 72"

14" 24" 34"x53" 60" 19' x 30" 30" 60"

10" 19"x30" 30" 42" 15" 27" 42"

12" 21" 32" 48" 18" 29" x 45" 48"

Field-LocatedStorm Sewer

Digitized StormSewer (from plans)Catch Basin

Curb InletEndwallManholeOutfallOutlet ControlStructure

Slope <4%Slope >4%Subwatershed

"?B Storm Inlet!!2 Junction

"/ Area Drains

$1 Storm Cleanout

!!2 Storm Manhole

Stormwater Plan (2017)

Underground/InfiltrationBasin

Swale within Urban AreaDry PondInfiltration Basin

Wet PondWet Pond (Shallow)

XW

")

!(

#*

#*

Town of Rib Mountain Marathon County, Wisconsin

Stormwater Pollution Prevention Plan

Public Works Facility Prepared by: Scott Turner, PE Street & Park Superintendent March 2018

2 of 8

Introduction This document has been prepared for the Town of Rib Mountain WPDES permit issued by the Wisconsin Department of Natural Resources under permit WI-S050075-2. This report addresses the requirements of section 2.6.7 of the permit document and has been developed in an outline format which follows this section. 2.6.7.1 Location and contact information

The Town of Rib Mountain operates a Public Works facility with vehicle, equipment, and material storage. The Public Works Building is located at 2001 Goose Ln. Scott Turner, Street & Park Superintendent, is responsible for the facilities. His contact information is below: Scott Turner, PE Street & Park Superintendent 3700 North Mountain Rd Wausau, WI 54402 Office: 715-848-5123 Cell: 715-573-0733 [email protected] The following public works staff are frequently working at the site: Pat Krautkramer Foreman Office: 715-848-5123 Dave Falasky Mechanic Office: 715-848-5123 Randy Sauter Operator/Yard Waste Site Operations Office: 715-848-5123

3 of 8

2.6.7.2 Facility Map(s)

See attached maps for details pertaining to major onsite activities, drainage patterns, and receiving waters, and connections to the Towns Municipal Separate Storm Sewer System. The Public Works site is approximately 4.1 acres in size. The site consists of the Public Works equipment and vehicle storage building, salt/sand building, and exterior material storage. On-Site Activities

The Public Works site serves as the Town’s only public works facility. The Town’s vehicles and heavy equipment are stored and maintained in the main building. Cold storage of non-liquid supplies and equipment is located on the north overhang area. Covered storage for salt/sand is also located on site. Except when staff are on site, the main building remains closed and locked. There is no exterior storage of any type of liquid. Bulk liquids and petroleum products are stored in the facilities oil room or approved storage cabinet. Drainage Patterns and Receiving Waters

The Public Works site generally drains to the north. Receiving waters include the Wisconsin Department of Transportation Stormwater Management Pond (HWY51/29 Pond E) to the northwest and wetlands to the northeast. Pavement flowlines and culverts direct runoff to these locations. Potential sources of stormwater contamination include runoff from the salt/sand storage building, and materials storage area including the street sweepings stock pile. 2.6.7.3 Good housekeeping activities and best management practices

Exterior Storage/Operations

Salt and sand stockpiles are contained within a covered building located to the west side of the site. Salt/sand is loaded and offloaded from trucks using a rubber tired loader. Any spilled material is shoveled or swept by mechanical equipment and disposed of within the existing storage facility. Cold storage of materials including traffic control signage, lumber, steal, miscellaneous supplies, and various heavy equipment are contained in an overhang on the north side of the main building. Culvert pipes and landscaping supplies are exposed to the elements in organized areas. The Town maintains all material stockpiles in conical piles which are reshaped when sufficient materials are removed to minimize the footprint of each pile. Drainage is maintained principally as sheet flows which serves to minimize the transport of sediment from the site to surrounding receiving waters. The street sweepings stockpiled is covered

4 of 8

with tarps to prevent/reduce potentially contaminated runoff. Grass filter strips are also located prior to receiving waters. Interior Storage/Operations

Asphalt cold patch is stored in a dedicated bunker inside the main Public Works Building. All bulk petroleum liquids are located in the oil room with the required containment measures. Wash bays and trench grates include sumps that are cleaned on a regular basis. All wash bays and interior floor drains connect to the Town’s sanitary sewer system. 2.6.7.4 Recommendations

Staff conducts visual inspections on a regular basis. Housekeeping items are addressed depending the degree of importance. Several items shall be addressed during future inspections: • Inspections to address potential contamination (i.e. erosion of stockpiles materials).

Records of all inspections, observations, and compliance records, as applicable, should be kept by the Town of Rib Mountain Public Works facility for a minimum of five years.

• The health of vegetation around the site perimeter should continue to be assessed and improved if necessary. If possible, a minimum 20 ft. wide buffer of healthy vegetation should be maintained around the site’s perimeter (and wider where space allows). Vehicle traffic and storage of materials should not be allowed within the buffer. Mowing of the buffer area should be undertaken two or three times per year with a cutting height of no less than 6-inches. Where a grassed buffer is not feasible, consider adding a silt fence.

2.6.7.5 Information on inspections to identify and address potential contamination

Public works staff should regularly inspect any area where material storage is exposed to stormwater and assess how well stormwater BMPs are operating. Formal and documented inspections should be done seasonally, while informal inspections should be done by all public works staff any time they are on site. Corrective actions undertaken at any time to address site erosion or potential spills must be documented at the time the activity occurs. It is further recommended that additional inspections be performed as appropriate after major events; for example, greater than 1 inch of precipitation in 24 hours, or and incident that causes contaminant (erosion) release. 2.6.7.6 Employee training

There is currently not training unique to the Public Works facility. All Public Services personnel, which currently includes 5 full time and 7 seasonal employees, are trained with all applicable safety requirements. Refresher training is conducted three times per year.

5 of 8

Future training sessions shall include spill response procedures, best management practices, and prevention of potential contamination to receiving waters or the Towns sanitary sewer system. Liquid storage on site is within covered buildings and that any spills within the buildings could drain to sanitary sewer systems. Nevertheless, all Town employees who may work with hazardous materials (spillable items) should continue to receive periodic and regular training on the following topics as outlined in Section 2.6.7.6 of WPDES Permit WI-S050075-2: • Spill prevention practices • Where to locate and how to interpret OSHA Safety Data Sheets (SDS)and pictograms • Spill response plan • Emergency response procedures including equipment and emergency services contact

information 2.6.7.7 Spills prevention and response procedures

The following are steps and procedures to follow by Town staff to prevent spills and respond to chemical or hazardous substance spills. Spill Prevention. All hazardous substances, including chemical wastes, are to be managed in a way that prevents release. The following general requirements are to be followed: • Container Management:

o All hazardous substance containers must be labeled pursuant to OSHA hazardous communication guidelines and OSHA Safety Data Sheets (SDS) must be immediately available for review.

The Town maintains a computer in the Public Works Crew office which is accessible by all employees with access to the site. Bookmarked on this computer is a website address which provides access to all Material Safety Data Sheets for chemicals kept onsite. Hard copies are also available.

o All hazardous substance containers must be in good condition and compatible with the materials stored within.

o All hazardous substance containers must be accessible and spacing between containers must provide sufficient access to perform periodic inspections and respond to releases.

o Empty hazardous substance containers (drums) must have all markers and labels removed and the container marked with the word ‘empty’.

o Any spills on the exterior of the container must be cleaned immediately.

6 of 8

o Flammable materials stored or dispensed from drums or totes must be grounded to prevent static spark.

o Waste drums should not be overfilled. Four inches (4”) of headspace must remain to allow for expansion.

• Good Housekeeping: o All hazardous substances must be stored inside buildings or under cover. o Store hazardous substances not used daily in cabinets, or in designated areas. o All chemicals that are transferred from larger to smaller containers must be

transferred by use of a funnel or spigot. o All hazardous substance containers should be closed while not in use. o Use drip pans or other collection devices to contain drips or leaks from

dispensing containers or equipment. o Implement preventative maintenance activities to reduce the potential for release

from equipment. o Immediately clean up and properly manage all small spills or leaks. o Periodically inspect equipment and hazardous substance storage areas to

ensure leaks or spills are not occurring. o Use signage to identity hazardous substance storage or waste collection areas. o Keep all work areas and hazardous substance storage areas clean and in good

general condition • Secondary containment:

o Store all bulk chemicals (>55 gallons) within appropriate secondary containment, or any sized chemical if there is a potential for release to the environment.

o Secondary containment should be checked periodically, and any spills identified in secondary containment must be immediately cleaned up and removed.

• Marking/labeling: o Ensure all hazardous substances, including chemical wastes, are properly

marked and labeled in accordance with all federal, state and local regulations. o Ensure that hazardous substances transferred to small containers are marked

with the chemicals name (example- “Isopropyl Alcohol”) and hazard (example- “Flammable”).

• Hazardous Substance Inventory o An inventory must be maintained for all stored hazardous substances <55

gallons, and/or list of locations where non-bulk hazardous substances are stored

7 of 8

(i.e. flammable lockers - shop floor). Materials manufactured, stored, used and/or generated as a chemical waste in quantities >55 gallons should also be inventoried. Inventories should be maintained similar to the example shown below.

• Spill Response Equipment o Spill response equipment must be maintained and located in areas where spills

are likely to occur. Spill kits should provide adequate response capabilities to manage any anticipated spill or release. The following general requirements are to be followed which include:

o Stock spill clean-up kits that are compatible with the hazardous substances stored on site.

o Locate spill kits in areas where spills are likely to occur (loading docks, chemical storage areas, locations where hazardous substance are being transferred).

o Spill kits should be sized to manage an anticipated release (spill equal to the largest container).

o Emergency response equipment should be inspected periodically to ensure that the spill kit is complete

Spill Response Plan

• In the event of a hazardous substance spill or release, immediately review and follow applicable OSHA SDS guidelines. If doing so does not violate those guidelines, take the following measures to keep the spill from entering sewer or storm drains, spreading off-site, or affecting human health. In all cases caution and common sense must be maintained with the primary goal being to prevent and/or limit personal injury.

• Stop, contain, and clean up the chemical spill if: o The spilled chemical and its hazardous properties have been identified. o The spill is small and easily contained. o Responder is aware of the chemicals’ hazardous properties.

• If a spill or release cannot be controlled or injuries have occurred due to the release, the following procedures should be implemented:

o Call for help or alert others of the release. o Evacuate immediate area, and provide care to the injured- Call 911. o If potential fire or explosion hazards exist, initiate evacuation procedures-

Call 911.

8 of 8

o Respond defensively to any uncontrolled spills: Use appropriate personal protective equipment when responding to

any spill. Attempt to shut off the source of the release (if safe to do so). Eliminate sources of ignition (if safe to do so). Protect drains by use of adsorbent, booms or drain covers (if safe

to do so). Notify onsite emergency contact(s). Notify other trained staff and assist with the spill response and

cleanup activities. Coordinate response activities with local emergency personnel (fire

department). Be prepared to provide information to fire department, EMT,

hospital or physician. Notify appropriate agency if a release has entered the environment.

Refer to Notification and Reporting section for reporting thresholds. Evacuation Procedures

In the event of a hazardous substance release that has the potential for fire, explosion or other human health hazards the following procedures will be implemented:

• Facility staff will be notified of evacuation by one or more of the following method(s): o Verbal, Portable Radio, Alarm, Other

• Notification to emergency services will be performed- Call 911. • Facility staff will follow predetermined evacuation routes and assemble at designated

areas. Evacuation maps must be displayed throughout the facility and/or exits clearly labeled.

• Individuals responsible for coordinating evacuations must confirm if the business has been completely evacuated.

• Facility staff will be made familiar with evacuation procedures during new employee orientation, and annual trainings thereafter.

• Designated emergency response contacts will coordinate all activities with outside emergency personnel.

Facility Map

Include emergency exits routes, fire alarms, fire extinguishers, spill response equipment and first aid stations (eye wash, first aid kits, etc.).

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Salt andSand

Storage

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OilRoom

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Trench Drain

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Topsoil andGravel Stockpile

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Vehicle Storage with Overhang

Refuse and RecylingDumpsters

Street SweepingStorage

HWY 51/29 Stormwater Pond

Goose Ln

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Public Works Building:Vehicle Maintenance and

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Printed By: aconverse, File: P:\9400s\9450s\9459\09459023\GIS\09459023_PublicWorksGarage.mxd Print Date: 3/20/2018

Planning for SWPPP

Town of Rib MountainMarathon County, WI

Town of Rib Mountain Marathon County, Wisconsin

Stormwater Pollution Prevention Plan

Yard Waste Site Prepared by: Scott Turner, PE Street & Park Superintendent March 2018

2 of 8

Introduction This document has been prepared for the Town of Rib Mountain WPDES permit issued by the Wisconsin Department of Natural Resources under permit WI-S050075-2. This report addresses the requirements of section 2.6.7 of the permit document and has been developed in an outline format which follows this section. 2.6.7.1 Location and contact information

The Town of Rib Mountain operates a Yard Waste Site located at 6507 South Mountain Rd (CTH N) Scott Turner, Street & Park Superintendent, is responsible for the facility. His contact information is below: Scott Turner, PE Street & Park Superintendent 3700 North Mountain Rd Wausau, WI 54402 Office: 715-848-5123 Cell: 715-573-0733 [email protected] The following public works staff are frequently working at the site: Pat Krautkramer Foreman Office: 715-848-5123 Dave Falasky Mechanic Office: 715-848-5123 Randy Sauter Operator/Yard Waste Site Operations Office: 715-848-5123

3 of 8

2.6.7.2 Facility Map(s)

See attached maps for details pertaining to major onsite activities, drainage patterns, and receiving waters, and connections to the Towns Municipal Separate Storm Sewer System. The Yard Waste site is approximately 3.0 acres in size. A majority of the area is on leased property. On-Site Activities

The yard waste site consists of the storage and processing of yard debris consisting of leaves, grass, and brush. Residents drop off yard materials at designated locations for each type of material. Signage directs them to the proper location. The yard site is open from April until May. Compost (leaves and grass) is processed throughout the summer months. The Town Public Works Department processes the compost which is located on the south and west sides of the site. Processed compost is stockpiled near the entrance gate. The processed compost is free to residents. Garbage and litter within the compost is disposed in trash containers surrounding the stockpile. Brush materials are stockpiled on the east side of the site. A hired contractor chips the brush material once per year, typically in December. Chipped material is immediately hauled to the Domtar Biomass Plant in Roshschild, WI. A yard site attendant is present during the hours of operation. A small building houses hand tools and other small equipment. There is no storage of any type of liquid other than a small gas can, 20 lb propane tank (for space heater), and drinking water. Drainage Patterns and Receiving Waters

The Yard Site generally sheet flows to the northeast. Receiving waters include wetlands and manmade pond. There are no direct flowlines or storm sewer pipes/culverts at the site. Potential sources of stormwater contamination include runoff from compost stockpiles. 2.6.7.3 Good housekeeping activities and best management practices

Compost piles that are being processed are kept in parallel, well maintained rows. Excess compost materials on the ground are removed and added to the processing piles. Processed composted is maintained in conical stockpiles which are reshaped when sufficient materials are removed to minimize the footprint of each pile. Any litter or debris in the composed is disposed of in garbage cans surrounding the pile. Drainage is maintained principally as sheet flows which serves to minimize the transport of sediment from the site to surrounding receiving waters. Grass buffer areas are periodically mowed to improve aesthetics and better promote treatment of stormwater runoff.

4 of 8

2.6.7.4 Recommendations

Staff conducts visual inspections on a regular basis. Housekeeping items are addressed depending the degree of importance. Several items shall be addressed during future inspections: • Inspections to address potential contamination (i.e. erosion of stockpiles materials).

Records of all inspections, observations, and compliance records, as applicable, should be kept by the Town of Rib Mountain Public Works department for a minimum of five years.

• The health of vegetation around the site perimeter should continue to be assessed and improved if necessary. If possible, a minimum 20 ft. wide buffer of healthy vegetation should be maintained around the site’s perimeter (and wider where space allows). Vehicle traffic and storage of materials should not be allowed within the buffer. Mowing of the buffer area should be undertaken two or three times per year with a cutting height of no less than 6-inches. Where a grassed buffer is not feasible, consider adding a silt fence.

2.6.7.5 Information on inspections to identify and address potential contamination

Yard waste site staff should regularly inspect any area where material storage is exposed to stormwater and assess how well stormwater BMPs are operating. Formal and documented inspections should be done seasonally, while informal inspections should be done by all public works staff any time they are on site. Corrective actions undertaken at any time to address site erosion or potential spills must be documented at the time the activity occurs. It is further recommended that additional inspections be performed as appropriate after major events; for example, greater than 1 inch of precipitation in 24 hours, or and incident that causes contaminant (erosion) release. 2.6.7.6 Employee training

There is currently not training unique to the Yard Water Site. The seasonal staff consisting of two employees, are trained with all applicable safety requirements. Refresher training is conducted annually/ Future training sessions shall include, best management practices, and prevention of potential contamination to receiving waters. 2.6.7.7 Spills prevention and response procedures

The following are steps and procedures to follow by Town staff to prevent spills and respond to chemical or hazardous substance spills. Spill Prevention. All hazardous substances, including chemical wastes, are to be managed in a way that prevents release. The following general requirements are to be followed:

5 of 8

• Container Management: o All hazardous substance containers must be labeled pursuant to OSHA

hazardous communication guidelines and OSHA Safety Data Sheets (SDS) must be immediately available for review.

The Town maintains a computer in the Public Works Crew office which is accessible by all employees with access to the site. Bookmarked on this computer is a website address which provides access to all Material Safety Data Sheets for chemicals kept onsite. Hard copies are also available.

o All hazardous substance containers must be in good condition and compatible with the materials stored within.

o All hazardous substance containers must be accessible and spacing between containers must provide sufficient access to perform periodic inspections and respond to releases.

o Empty hazardous substance containers (drums) must have all markers and labels removed and the container marked with the word ‘empty’.

o Any spills on the exterior of the container must be cleaned immediately. o Flammable materials stored or dispensed from drums or totes must be grounded

to prevent static spark. o Waste drums should not be overfilled. Four inches (4”) of headspace must

remain to allow for expansion. • Good Housekeeping:

o All hazardous substances must be stored inside buildings or under cover. o Store hazardous substances not used daily in cabinets, or in designated areas. o All chemicals that are transferred from larger to smaller containers must be

transferred by use of a funnel or spigot. o All hazardous substance containers should be closed while not in use. o Use drip pans or other collection devices to contain drips or leaks from

dispensing containers or equipment. o Implement preventative maintenance activities to reduce the potential for release

from equipment. o Immediately clean up and properly manage all small spills or leaks. o Periodically inspect equipment and hazardous substance storage areas to

ensure leaks or spills are not occurring. o Use signage to identity hazardous substance storage or waste collection areas.

6 of 8

o Keep all work areas and hazardous substance storage areas clean and in good general condition

• Secondary containment: o Store all bulk chemicals (>55 gallons) within appropriate secondary containment,

or any sized chemical if there is a potential for release to the environment. o Secondary containment should be checked periodically, and any spills identified

in secondary containment must be immediately cleaned up and removed. • Marking/labeling:

o Ensure all hazardous substances, including chemical wastes, are properly marked and labeled in accordance with all federal, state and local regulations.

o Ensure that hazardous substances transferred to small containers are marked with the chemicals name (example- “Isopropyl Alcohol”) and hazard (example- “Flammable”).

• Hazardous Substance Inventory o An inventory must be maintained for all stored hazardous substances <55

gallons, and/or list of locations where non-bulk hazardous substances are stored (i.e. flammable lockers - shop floor). Materials manufactured, stored, used and/or generated as a chemical waste in quantities >55 gallons should also be inventoried. Inventories should be maintained similar to the example shown below.

• Spill Response Equipment o Spill response equipment must be maintained and located in areas where spills

are likely to occur. Spill kits should provide adequate response capabilities to manage any anticipated spill or release. The following general requirements are to be followed which include:

o Stock spill clean-up kits that are compatible with the hazardous substances stored on site.

o Locate spill kits in areas where spills are likely to occur (loading docks, chemical storage areas, locations where hazardous substance are being transferred).

o Spill kits should be sized to manage an anticipated release (spill equal to the largest container).

o Emergency response equipment should be inspected periodically to ensure that the spill kit is complete

7 of 8

Spill Response Plan

• In the event of a hazardous substance spill or release, immediately review and follow applicable OSHA SDS guidelines. If doing so does not violate those guidelines, take the following measures to keep the spill from entering sewer or storm drains, spreading off-site, or affecting human health. In all cases caution and common sense must be maintained with the primary goal being to prevent and/or limit personal injury.

• Stop, contain, and clean up the chemical spill if: o The spilled chemical and its hazardous properties have been identified. o The spill is small and easily contained. o Responder is aware of the chemicals’ hazardous properties.

• If a spill or release cannot be controlled or injuries have occurred due to the release, the following procedures should be implemented:

o Call for help or alert others of the release. o Evacuate immediate area, and provide care to the injured- Call 911. o If potential fire or explosion hazards exist, initiate evacuation procedures-

Call 911. o Respond defensively to any uncontrolled spills:

Use appropriate personal protective equipment when responding to any spill.

Attempt to shut off the source of the release (if safe to do so). Eliminate sources of ignition (if safe to do so). Protect drains by use of adsorbent, booms or drain covers (if safe

to do so). Notify onsite emergency contact(s). Notify other trained staff and assist with the spill response and

cleanup activities. Coordinate response activities with local emergency personnel (fire

department). Be prepared to provide information to fire department, EMT,

hospital or physician. Notify appropriate agency if a release has entered the environment.

Refer to Notification and Reporting section for reporting thresholds.

8 of 8

Evacuation Procedures

In the event of a hazardous substance release that has the potential for fire, explosion or other human health hazards the following procedures will be implemented:

• Facility staff will be notified of evacuation by one or more of the following method(s): o Verbal, Portable Radio, Alarm, Other

• Notification to emergency services will be performed- Call 911. • Facility staff will follow predetermined evacuation routes and assemble at designated

areas. Evacuation maps must be displayed throughout the facility and/or exits clearly labeled.

• Individuals responsible for coordinating evacuations must confirm if the business has been completely evacuated.

• Facility staff will be made familiar with evacuation procedures during new employee orientation, and annual trainings thereafter.

• Designated emergency response contacts will coordinate all activities with outside emergency personnel.

Facility Map

Include emergency exits routes, fire alarms, fire extinguishers, spill response equipment and first aid stations (eye wash, first aid kits, etc.).

Gate

Gate

Restroom Facility(Portable Toilet)

ProcessedCompost

Compost

Processing

CompostProcessing

CompostProcessing

Yard SiteAttendantBuilding

BrushStorage andProcessing

Wooded Area

CTN Ditch

Grassed Vegetative Buffer

Grassed VegetativeBuffer

Garbage Cans

ßßN S Mountain Rd

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Yard Waste SitePlanning for SWPPP

Rib Mountain Parcel

Leased Area

Facility

Flow Direction

Town of Rib MountainMarathon County, WI

0 50 100 Feet

Printed By: aconverse, File: P:\9400s\9450s\9459\09459023\GIS\09459023_YardWasteSite.mxd Print Date: 3/20/2018

C:\Users\SES\Projects\140801\300_com\140802_tech_memo.docx

TECHNICAL MEMORANDUM

Date: November 12, 2014

To: Rib Mountain Streets and Parks Superintendent

Cc: Marathon County Highway Department Project Superintendent

From: Schoen Engineering Solutions LLC

Subject: 2014 Illicit Discharge Detection and Elimination Dry Weather Screening

Executive Summary: The Town of Rib Mountain contracted with Schoen Engineering Solutions LLC

(SES) to conduct dry weather screenings of the Town’s major outfalls, and Marathon County’s major

outfalls falling within the Town municipal boundary. SES conducted the field screenings in accordance

with the Wisconsin Department of Natural Resources (WDNR) permit requirements. SES concluded not

tested outfalls fell outside acceptable parameter limits..

Purpose: WDNR requires screening as a condition of the Wisconsin Pollutant Discharge Elimination

System (WPDES) General Permit to discharge stormwater from a Municipal Separate Storm Sewer

System (MS4), Permit No. WI-S050075-2. The permit requires all major outfalls to be screened once per

permit cycle. Major outfalls are classified as those with either an inside diameter of at least 36 inches (or

equivalent cross-sectional area) serving a drainage area of at least 50 acres, or an inside diameter of at

least 12 inches draining at least two acres of industrial land use. The permit requires chemical testing

when flow is observed at a monitored outfall. The permit holder is allowed to choose from two sample

panels, either pH, total chlorine, total copper, total phenol and detergents, or detergent, ammonia,

potassium and fluoride.

Methods: In collaboration with SES, the Town chose to utilize the pH, total chlorine, total copper, total

phenol and detergent test panel. Field samples were taken at all outfalls where flow was present and

testing ws performed utilizing CHEMetrics field test kits for chemical constituents and an Oakton

Instruments pHTestr 20 unit for pH. Follow-up levels for test parameters, and outfall identification, were

per the Town of Rib Mountain Illicit Discharge Detection and Elimination Program prepared by AECOM

in 2009. Chemical test parameter limits are as follows:

Parameter Acceptable Limit

pH Between 6.0 and 9.0

Chlorine Less than 1.0 mg/l

Detergent Less than 0.5 mg/l

Copper Less than 0.2 mg/l

Phenols Less than 0.1 mg/l

C:\Users\SES\Projects\140801\300_com\140802_tech_memo.docx

Results and Discussion:

Town of Rib Mountain Outfalls

Outfall ID Outfall Location Active? Tests

within

limits?

Comment

BR-1 NE Corner of Swallow

Lane and Macaw Ave N N/A

BR-2 Swale on W side of

Partridge Ave, S of

Swallow Ln

N N/A

BR-6 Culvert under Rib Mt

Way at Canvasback

Y Y

BR-7 N Mountain Rd North

of Spring Circle

Y Y

BR-8 N Mountain Rd West

of Bobwhite Rd

N N/A Some sediment in culvert bottom.

DOT-3 Hummingbird Rd, S of

Orione Ln

Y Y

DOT-5 Hummingbird Rd and

Oriole Ln

N N/A

DOT-7 Robin Ln and HWY 51 See discussion below.

DOT-8 Between Country Ln

and HWY 51

N N/A

MCO-5 Lilac and Phlox Ln

swale

N N/A

MCO-6 Large beehive at end of

county swale east of

Lakeshore Dr, south of

Phlox.

N N/A Verified inactive by viewing beehive

upstream of outfall at Phlox Lane cul-

de-sac.

MCO-7 County swale north of

Oriole Ln

Y N See comment below.

WI-5 Pintail Ln Y Y

WI-6 Swan Ave Y Y

WI-9 Under Trillium, Y N/A Insufficient flow to obtain sample.

WI-10 Between S Mountain

Rd and Orchid Ln

Y Y

WTL-2 South of Lily Ln Y Y

WTL-3 S of Primrose Ave and

Lily Ln

Y Y

WTL-4 SE of Iris Ln and

Strawberry Ln

Y Y

WTL-5 SE of Iris Ln and

Strawberry Ln

N N

WTL-8 Chickadee Ln and

Martin Ave

Y Y

1. Wisconsin State Patrol staff directed SES to not access the DOT-7 outfall due to safety

constraints. The outfall is within the I-39 ROW. Future sampling efforts should focus on

locating upstream manholes, if accessible.

2. Test results at MCO-7 exceeded the detergent action limit of 0.5 mg/l, but the appearance of the

blue portion of the test media during the reaction indicated potential interference from organic

C:\Users\SES\Projects\140801\300_com\140802_tech_memo.docx

materials. The same response occurred at this location in 2013, and after further testing, SES

concluded that the test result at the outfall was not indicative of detergent, but was caused by

organic matter coming from a segment of drainage swale that flows north and intersects the main

outfall swale just south of Cardinal Ave.

Marathon County Outfalls

Outfall ID Outfall Location Active? Tests

within

limits?

Comment

N-1 CTH-N, into wetland

east of Doepke Park. N N/A

N-2 CTH-N into N/S

culvert under N, flows

out of small wetland

west of Doepke Park

N N/A

N-3 CTH-N near Juniper

Ln. N N/A

NN-1 Swale draining north

along west side of

CTH-R, north of CTH-

NN.

N N/A

NN-2 Swale draining north

along CTH-R, north of

CTH-NN.

N N/A

NN-3 North side of CTH-N

between Partridge Ave

and Snowbird Ln.

N N/A

NN-4 South side of CTH-NN

at Snowbird Ln N N/A

NN-5 North side of CTH-

NN, west of bridge

west of Raven Ave

N N/A

R-1 Swale on east side of

CTH-R, south of Rib

River..

N N/A

R-2 Swale along west side

of CTH-R, south of Rib

River.

N N/A

R-3 Storm sewer at CTH-R

and Robin Ln

intersection.

N N/A

R-4 Swales along CTH-R

downhill from

Kingfisher Ln.

N N/A

R-5 Swale on east side of

CTH-R, drains to pond

~100 yds north of

Kingfisher Ln

N N/A

R-6 Into pond northwest of

CTH-R south of

Immanuel Church.

N N/A

C:\Users\SES\Projects\140801\300_com\140802_tech_memo.docx

Conclusions and Recommendations:

MCO-5 and WTL-3 might not meet WDNR criteria for a major outfall, and therefore could potentially be

removed from the IDDE program. SES recommends the Town consider utilizing Marathon Counties

LiDAR derived contours to review existing drainage basin delineations as part of the update to the

Stormwater Management Plan the Town will be performing under a WDNR grant. Major outfalls are

those with a diameter of 36 inches draining a watershed of at least 50 acres, or a diameter of at least 12

inches draining 2 acres of industrial area.

None of the County outfalls appear to meet criteria for a major outfall. The basin delineations prepared

for the County by AECOM were developed as part of a pollution load analysis, and were not intended for

identifying IDDE outfalls. SES discussed the County outfalls with Brad Johnson, the regional WDNR

stormwater management specialist, who agreed that the County outfalls should all be removed from the

IDDE program.

Attachments:

Field documents.

!.

!.

!.!.

NORTH MOUNTAIN

GR

OU

SE

RIB

MO

UN

TAIN

UN

NA

MED

CR

AN

E

NUTHATCH

MOUNTAIN

CANVASBACK

SAN

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PER

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FFLE

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GA

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R

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ING

UN

NA

MED

BR-7BR-8

BR-6

BR-3

BR-5

BR-4

DOT-7

NONE

BR-7

BR-8

BR-6

Town of Rib Mountain

3700 North Mountain RdWausau, WI 54401

C:\Users\SES\Projects\131002\700_gis\IDDE_map_insert.mxd

IDDE Outfall Locations

Project No. 131002 Figure No.1 October 2013

!.!.

!.

SWALLOW

SKYLARK

PAR

TRID

GE

THUNDERBIRD

FALC

ON

MA

CAW

PEA

CO

CK

MA

CAW

BR-1BR-2

BR-2BR-1

Town of Rib Mountain

3700 North Mountain RdWausau, WI 54401

C:\Users\SES\Projects\131002\700_gis\IDDE_map_insert.mxd

IDDE Outfall Locations

Project No. 131002 Figure No.2 October 2013

!.

!.

!.ORIOLE

SWA

N

RIB MO

UNTAIN

US 51

PARROTTEAL

ROBIN

DO

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HER

ON

CLOVERLAND

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WREN

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WI-5.0

WI-6.0

MCO-7.0

WI-7.1

MCO-7.1

WI-7.0

WI-6.1

MCO-7.3

WI-7.1

MCO-7.4

MCO-7.2

MCO-5.2

MCO-7.5

WI-6.0

DOT-2.1

NONE

WI-6.2

MCO-5.1

DOT-2.0

WI-6

WI-5

MCO-7

Town of Rib Mountain

3700 North Mountain RdWausau, WI 54401

C:\Users\SES\Projects\131002\700_gis\IDDE_map_insert.mxd

IDDE Outfall Locations

Project No. 131002 Figure No.2 October 2013

!. !.

!.

!.

!.

!.

!.

!.

!.

!.

US 51

ROBIN

HUMM

INGBIRD

EAG

LE

RIB

MO

UNTA

IN

NORTH MOUNTAIN

BO

BO

LIN

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MA

RTI

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CA

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L

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EN BLUEBIRD

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SAN

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N

MEADOWLARK

GOOSE

US 51 N

OR

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N

US

51 S

OU

TH O

FF

FLAMINGO

US 51 N

OR

TH O

FF

KILDEER

BLUEJAY

ROOK

ERY

VIEW

CA

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BLUEBIRD

MA

RTI

N

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RAV

EN

BLUEBIRD

PHEA

SAN

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QU

AIL

BLUEJAY

DOT-5

DOT-7

MCO-7.1

MCO-7.0

DOT-4

DOT-11

WI-3

WI-5.0

WI-11

CLOSED

MCO-7.2

DOT-1

DOT-3

NONE

NONE

NONE

DOT-6

MCO-7.5

NONE

NONEMCO-7

DOT-5

DOT-3

DOT-7

DOT-11

Town of Rib Mountain

3700 North Mountain RdWausau, WI 54401

C:\Users\SES\Projects\131002\700_gis\IDDE_map_insert.mxd

IDDE Outfall Locations

Project No. 131002 Figure No.2 October 2013

!.

!.

!.

!.

!.

!.

!.

!.

US 51

ROBINHUM

MING

BIRD

EAG

LE

BO

BO

LIN

K MA

RTI

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AIL

CA

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L

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NORTH MOUNTAIN

RAV

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ING

BIR

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CHICKADEE

KINGFIS

HER

BLUEBIRDPH

EASA

NT

WRENUS 51 SO

UTH ON

MEADOWLARK

RIB MOUNTAIN

FLAMINGO

DEER TAIL

NIGHTINGALE

BLUEJAY

PARTRIDGE

CA

NA

RY

RAV

EN

US 51

BLUEBIRD

BLUEBIRD

MA

RTI

N

ORIOLE

PHEA

SAN

T

DOT-5

DOT-7

MCO-7.0

MCO-7.1

WTL-8

DOT-3

DOT-4

WTL-7

DOT-2.1

WI-3

DOT-2.0

CLOSED

DOT-1

DOT-6

MCO-7.4

NONE

NONE

MCO-7.2

DOT-11

NONE

NONE

MCO-7.3

NONE

WI-5.0

WI-7.1

WTL-8

DOT-5

DOT-3

DOT-7

Town of Rib Mountain

3700 North Mountain RdWausau, WI 54401

C:\Users\SES\Projects\131002\700_gis\IDDE_map_insert.mxd

IDDE Outfall Locations

Project No. 131002 Figure No.2 October 2013

!.

!.!.

!.

LILAC

US 51

TULIP

PHLOX

LAK

ESH

OR

E

RO

SE

DAHLIA

LOTUS

INDI

GO

SWA

N

FERNU

S 51 NO

RTH

OFF

US 51 SOUTH O

N

RIB

MO

UN

TAIN

CO

UN

TRY

UNNAMEDUS 51

MCO-6

NONE

DOT-8.0

WI-8

NONE

MCO-5.0

NONE

MCO-5.0

MCO-5.1

MCO-6MCO-5

Town of Rib Mountain

3700 North Mountain RdWausau, WI 54401

C:\Users\SES\Projects\131002\700_gis\IDDE_map_insert.mxd

IDDE Outfall Locations

Project No. 131002 Figure No.2 October 2013

!.

!.

!.

!.

!.

!.!.

!.

!.

!.US 51LILY

LILAC

RO

SE

I-39

PARK

JONQUIL

FLAX

IRIS

IVY

FERNR

IB M

OU

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IN

HU

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ESH

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TULIP

CLO

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TRILLIUM

PHLOXUS 51 SO

UTH OFF

HOLLIBUSH

COUNTRY

DAFFODIL

SOUTH MOUNTAIN

US 51 NORTH ON

PANSY

VIO

LET

BROOKFIELD

DAHLIA

SWA

N

LOTUS

WISTERIA

INDI

GO

US 51 SOUTH O

N

ORCHID

US 51 N

OR

TH O

FF

US 51

US 51 SO

UTH

OFF

TULIP

FERN

FERN

SOUTH MOUNTAIN

US 51 NORTH ON

DOT-8.0

WI-10

WTL-2

WI-9

NONE

DOT-10

NONE

MCO-6

CLOSED

WI-8

NONE

WTL-3

DOT-8.1

WTL-6 WTL-1

MCO-5.2

NONE

DOT-9

MCO-5.0

MCO-1

MCO-2

MCO-3NONE

MCO-4

NONE

NONE

NONE

MCO-5.0

MCO-5.1

WI-9

MCO-6

WTL-2

WI-10

DOT-8

MCO-5

DOT-10

Town of Rib Mountain

3700 North Mountain RdWausau, WI 54401

C:\Users\SES\Projects\131002\700_gis\IDDE_map_insert.mxd

IDDE Outfall Locations

Project No. 131002 Figure No.2 October 2013

!.

!.

!.

!.

!.!.

!.

!.

LILY

FERN

IRIS

JONQUIL

SOUTH MOUNTAIN

PRIM

RO

SE

STRAWBERRY

MA

GN

OLI

A

WTL-5

WTL-3

WTL-4.0

WTL-6

WTL-4.1

WI-10

WTL-2

WTL-5

WTL-4

WTL-3

Town of Rib Mountain

3700 North Mountain RdWausau, WI 54401

C:\Users\SES\Projects\131002\700_gis\IDDE_map_insert.mxd

IDDE Outfall Locations

Project No. 131002 Figure No.2 October 2013

!.

!.

!.

!.

!.

!.

!.

LILY

RO

SE

CLO

VER

US 51

FLAX

IRIS

IVY

TRILLIUM

I-39

LILAC

HOLLIBUSH

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SOUTH MOUNTAIN

PANSY

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US 51 SOUTH O

FF

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MO

UN

TAIN

UN

NA

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LAK

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WISTERIA

HU

MM

ING

BIR

D

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US 51

SOUTH MOUNTAIN

WI-9

DOT-8.0

DOT-10

WI-10

NONE

WTL-2

DOT-8.1

MCO-4

WI-8

WTL-1

MCO-3

NONE

NONE

WTL-6

WI-9

WTL-2

WI-10

DOT-8

DOT-10

Town of Rib Mountain

3700 North Mountain RdWausau, WI 54401

C:\Users\SES\Projects\131002\700_gis\IDDE_map_insert.mxd

IDDE Outfall Locations

Project No. 131002 Figure No.2 October 2013

wi_6

wi_5

dot_5dot_11_old

dot_11br_1

br_2br_6

br_8br_7

wtl_8mco_6

mco_5

wtl_2

dot_8wi_9

wi_10dot_3

mco_7wtl_4

wtl_3wtl_5