DESIGN CBIJEBIA:

TYPE Of SYSTEM: HOLDING TANK DESIGN VOLUME Of SEWAGE: 66 GPO

SIZING BASED PER N.J.A.C. 7: 9A FOR NUMBER OF EMPLOYEES (15 GPO/EMPLOYEE): PROPOSED 2 EMPLOYEES HAVING ONE (B) HOUR SHIFT 2 EMPLOYEES X 15 GPO/EMPLOYEE • 30 GPO.

SIZING BASED PER N.J.A.C. 7: 9A BASED ON SQUARE FOOTAGE (0.125 GPO/SF): PROPOSED 528 SF TRAILER 528 SF X 0,125 GPO/SF a 66 GPO,

SIZING BASED PER N.J.A.C. 7: 14A-23 BASED ON SQUARE FOOTAGE (0.100 GPO/SF): PROPOSED 528 SF TRAILER 528 SF X 0.100 GPO/SF a 52.8 GPO.

USE 66 GPO SEWAGE DEMAND

HOLDING TANK SIZE: 1,500 GALLON

REQUIRED HOLDING TANK SIZE: PER N.J.A.C. 7:14A-23, HOLDING TANKS SHALL PROVIDE A MINIMUM OF TWO DAYS Of WASTE STORAGE. PROPOSED TANK IS 1,500 GALLONS, SEWAGE DEMAND IS 66 GPO, 1,500 GALLONS/66 GPO = 22 OA YS Of STORAGE.

PROPOSED PUMPING SCHEDULE: EVERY 3 WEEKS. 'PUMPING SCHEDULE MAY BE ADJUSTED BASED ON ACTUAL USE.

tll!ru:

THE PROPOSED HOLDING TANK SYSTEM IS LOCA TEO \\I THIN WETLANDS OR WETLAND BUFFERS. NJDEP FRESHWATER WETLANDS PERMITS \\ILL BE ACQUIRED FOR RECYCUNG CENTER PROJECT.

NO KNO\\N UNDERGROUND STORAGE TANKS ARE PRESENT ON THE PROPERTY (PER 0\\NER).

THERE ARE NO KNO\\N WELLS OR SEPTIC SYSTEMS LOCATED \\ITHIN 200' Of THE PROPOSED TANK.

ALL TANKS SHALL BE TESTED FOR WATER liGHTNESS AFTER INSTALLATION.

ALL TREES \\ITHIN 10' Of TANK SHALL BE REMOVED.

A PERMANENT NON-CORROSIVE MARKER SHALL BE ATTACHED TO THE INSIDE OF THE RISER OR COVER AND SHALL INCLUDE THE PERMIT NUMBER, SYSTEM TYPE, DESIGN CRITERIA AND OA IE Of INSTALLATION.

HOLDING TANK TO SERVE A PROPOSED OFACE TRAILER 1\!iiCH HAS NO FOUNDATION. PROPOSED DISTANCE BETWEEN TANK AND OFFICE IS 5.5'. PER N.J.A.C. 7: 9A, THIS DISTANCE IS REQUIRED TO BE 10', BUT MAY BE REDUCED TO FIVE FlEET \liTH SPEaAL APPROVAL Of THE ADMINISTRATIVE AUTHORITY. APPROVAL IS REQUESTED.

N,.!A C 7: 9A QEV!/,]ONS:

SYSTEM EMPLOYS THE USE Of ONE (1) HOLDING TANK.

!FINAL!

SURVEY REfERENCE!

1. PLAN REFERENCES THE BOUNDARY SURVEY PREPARED BY RICHARD C MATHEWS, P.LS., Of STIRES ASSOCIATES, P.A. .. DATED NOVEMBER 11, 2011 OR LAST REVISED.

2. PLAN REFERENCES THE TOPOGRAPHIC SURVEY PROVIDED AS PART OF THE ARCADIS "FEASIBIUTY STUDY REPOR!" FOR RINGWOOD MINE.

BENCHMARK INFORMA]ON•

SURVEYOR TO SET BENCHMARK PRIOR TO CONSTRUCTION.

ALL NEW TANKS SHALL BE TESTED BY THE MANUFACTURER FOR WATER liGHTNESS ACOORDING TO THE METHODS DESCRIBED IN (ASTMl C-1227 OR THE (NPCA) TESliNG CRITERIA PROCEDURES SPECIFIED IN ITS PRECAST CONCRETE ON-SITE WASTEWATER TANK PRACliCES MANUAL INCORPORATED BY REFERENCE.

BY THE GRANTING Of ANY WAIVERS Of THIS PLAN BY THE RINGWOOD BOROUGH BOARD Of HEALTH, THE PASSAIC COUNTY HEALTH DEPARTMENT, AND THE NJDEP, THEY ASSUME NO RESPONSIBUTY FOR THE SYSTEM AND SHALL BE HELD HARMLESS.

REFER TO RINGWOOD RECYCUNG CENTER SITE PLAN SET FOR FlJLL PROJECT SCOPE AND ENTIRE PROPERTY MAP. .

HOSE CONNECliON TO WATER SOURlCCE~R~TO~~-~ INSTALLED FOR WASHDO\\N PI

MUST BE INSTALLED \liTH A BACKFLOW PREVENliON DEVICE (WATTS BP HOSE CONNECliON

VACUUM BREAKER OR APPROVED EQUAL)

50 0 50

~ SCALE 1" = 50 FT

\

iX I ·,_.,._

A PROFESSIONAL ASSOCIATION

RINGWOOD RECYCLING CENTER INDIVIDUAL SUBSURFACE SEWAGE DISPOSAL SYSTEM

BOROUGH OF RINGWOOD, PASSAIC COUNTY, NJ

PETER'S MINE ROAD BLOCK 601 LOT 14

BOROUGH OF RINGWOOD PASSAIC COUNTY

5/7/14 13245C

SITE.DWG

DESIGNED BY: CHECKED BY: WJI SCALE: SHEET NO.: 1 OF 3

R2-0007783

GE!!ERA!. NOlES

1. All. CONSlRUCTION PRACTICES AND PROCEDURES SHALL BE IN COMPUANCE '1!1TH N.J.A.C. 7:9A.

2. All. CONSlRUCTION PRACTICES AND PROCEDURES SHAll. BE IN COMPUANCE '1!1TH THE PASSAIC COUNTY (AND/OR RINGWOOO BOROUGH) BOARD Of HEALTH.

H!lJl!NG LIHK NQJES

1. HOLDING TANKS SHALL BE CLOSED, WA'IERTIGHT, SlRUCTURES DESIGNED AND OPERATED IN SUCH A MANNER AS TO RECEIVE AND STORE SANITARY SEWAGE OR SEPTIC TANK EfFlUENT BUT NOT TO DISCHARGE SANITARY SEWAGE OR SEPTIC TANK EfFlUENT.

2. THE ADMINISlRATIVE AUTHORITY, UNDER CERTAIN CIRCUMSTANCES, APPROVE AS A LAST RESORT, THE PERMANENT USE Of A HOLCING TANK TO CORRECT THE PROBLEM Of A MALFUNCTIONING SYSTEM WHICH CANNOT BE REPAIRED OR AL'IERED IN A SATISFACTORY MANNER. SUCH APPROVAL MAY BE GRANTED BY THE ADMINISTRATIVE AUTHORITY ONLY IF PRIOR 1\RITTEN APPROVAL HAS BEEN GRANTED BY THE NJOEP AND ONE OF THE FOLL0'1!1NG CRITERIA IS MET:

A. THE MALFUNCTIONING SYSTEM SERVES A SINGLE FAMILTY DWEWNG OR OTHER FACIUTY '1!1THIN THE UMITATIONS SET FORTH IN N.J.A.C. 7:9-A1.8 AND THE SYSTEM WAS CONSlRUCTEO PRIOR TO THE EFFECTIVE DATE OF THIS CHAPTER; OR

B. THE MALFUNCTIONING SYSTEM SERVES A FACIUTY WHICH EXCEEDS THE UMITATIONS SET FORTH IN N.J.A.C. 7:9A-1.8 BUT WAS CONSTRUCTED PRIOR TO MARCH 6, 1981, THE EFFECTIVE DATE OF THE NJPDES RULES (N.J.A.C. 7: 14A).

3, HOLDING TANKS ARE ONLY APPROVED '1!1TH THE ISSUANCE OF A NJOEP TWA PERMIT.

4. THE MINIMUM COMPRESSIVE STRENGTH FOR All. CONCRETE SECTIONS SHALL BE 4,000 P.S.I.

BACK!Jll AND FVIAl G!Wl!HG

1. NO COMPONENT OF THE SEPTIC SYSTEJ.I SHALL BE BACKFIU£0 UNTIL A FINAL INSPECTION HAS BEEN CONDUCTED BY lliE ADMINISTRATIVE AUlliORITY OR ITS AUTHORIZED AGENT.

2. AF1ER COMPLETION OF BACKFILL AND FINAL GRADING, lliE BACKFIU£0 AREA SHALL BE SEEDED, OR SODDED, TO ESTABUSH A GOOO VEGETATIVE COVER AND TO PREVENT EROSION.

I FINAL!

CONSJR1JCJ!qi NOlES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNES. ELEVATIONS. AND MEASUREIIENTs. EXERCISING PRECAUTION TO VERIFY ALL DIMENSIONS SHO\\!l ON DRA'1!1NG.

2. THESE DRA'I!1NGS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE 'ON THE JOB" SAFETY fOR HIS EMPLOYEES. EMPLOYEES OF THE 0\\llER AND ALL OTHER PERSONS HA\ING AUTHORIZED OR UNAUTHORIZED ACCESS TO THE WORK AND THE PUBUC. CONTRACTOR SHALL PERFORM HIS 'I!10RK IN A SAFE MANNER AND IN COMPUANCE '1!1TH ALL APPUCABLE LOCAL. STATE AND fEDERAL REGULATIONS.

3. THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER AS PRESCRIBED IN N.~A.C. 7:9A OR WHENEVER CONSULTATION, CLARIFICATION OR INSPECTIONS ARE REQUIRED. THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO EXCAVATION TO DISCUSS SPECIFIC REQUIREMENTS RELATIVE TO EXCAVATION, PLACEMENT AND CERTIFICATION OF flU. ETC.

4. lliE CONTRACTOR SHALL !~MEDIATELY NOTIFY THE DESIGN ENGINEER SHOULD DEPARTURES FROII THE APPROVED DESIGN BECOME NECESSARY DUE TO CIRCUMSTANCES WHICH ARISE DURING CONSTRUCTION.

5. DRAINAGE FROII BASEMENT FLOORS. FOOTINGS OR ROOFS SHALL NOT ENTER THE DISPOSAL SYSTEM AND SHALL BE DIVERTED AWAY FROM THE AREA OF THE DISPOSAL FJELD. BACKWASH FROII WATER SOFTENERS SHALL NOT BE DISPOSED Of '1!1THIN THE DISPOSAL SYSTEM.

6, THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND AGENCY RE'<IEW AND APPROVAL THIS SET OF PLANS SHALL NOT BE UTIUZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN 5.ATISFIED ON THE DRA'1!1NGS AND EACH DRA'1!1NG HAS BEEN RE\ISEO TO INDICATE 'ISSUED fOR CONSTRUCTION'.

7. BEFORE EXCAVATING IN THE PROJECT AREA, THE CONTRACTOR IS TO VERIFY THE LOCATION OF ANY UNDERGROUND UllUTIES (GAS MAINS. ELECTRICAL UNE5, TELEPHONE UNE5, WATER AND SEWER MAINS. ETC.) THAT INTERFERE '1!1TH CONSTRUCTION. SHOULD UNOERGROUND STRUCTURES OR fACIUTIES INTERFERE '1!1TH PROJECT CONSTRUCTION, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING '1!1TH WORK. THE CONTRACTOR SHALL NOTIFY ALL UNDERGROUND UTIUTY COMPANIES 3 DAYS PRIOR TO COMMENCEMENT OF ANY EXCAVATION FOR ACCURATE FIELD LOCATIONS. FOR UTIUTY MARKOUT, CALL 1-800-272-1000.

6. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS AS REQUIRED BY THE ENGINEER AND THE BOARD OF HEALTH, AND ALL OTHER TO\\!lSHIP AGENCIES Of JURISDICTION.

9, THE ENGINEER IS TO BE NOTIFIED IF ANY CONDillONS ARE ENCOUNTERED THAT WOULD RENDER THIS PLAN UNCONSTRUCTABLE. THE ENGINEER SHALL ALSO BE NOTIFIED OF ANY DE\IATIONS FROM THE PLANS DURING CONSlRUCTION.

SITE SP!:Q!JC NOTES

1. GARBAGE DISPOSALS AND SUMP PUMPS CANNOT BE USED '1!1TH THIS SEPTIC SYSTEM.

2. THIS PROPERTY AND All NEIGHBORING PROPERTIES ARE SUPPUED BY PUBUC WA'IER. THERE ARE NO WELLS '1!1THIN 50 FT. OF THE PROPOSED HOLCING TANKS.

3. THERE ARE NO KNOWN STORAGE TANKS PRESENT ON SITE. (PER OWNER)

4. PERMIT SHAll. BE OBTAINED fROM NJDEP LAND USIE FOR CONSTRUCTION IN A WETLAND OR WETLAND TRANSillON AREA.

....._ ./ A PROFESSIONAL ASSOCIATION

TITLE: RINGWOOD RECYCLING CENTER INDIVIDUAL SUBSURFACE SEWAGE DISPOSAL SYSTEM

BOROUGH OF RINGWOOD, PASSAIC COUNTY, NJ LOCATION:

PETER'S MINE ROAD

.. ~~ ~~ ~ BLOCK 601 LOT 14

BOROUGH OF RINGWOOD

~ PASSAIC COUNTY

DATE: 5/7/14 PROFESSIO ENGIIlEER

PROJECT NO.: 13245C DESIGNED BY: PMH CHECKED BY: WJI

~0. REVISION BY DATE FILENAME: NOTES.DWG SCALE: N.T.S. SHEET NO.: 2 OF 3

R2-0007784

INLE

FINISHE~~ ~ "'; GRADE

h rr= l ~

-~ fi u~

.,_\... 4" DIA. MIN.

ITI 0>0> 0>0 • •

• /t"x6"x10/1o

REINF. MESH.

120" 126"

126" 120"

ALT. 4' I~!LET :;EAL <TYP>

24" DIA 4" CAST r-- . IRON FRAME AND

D BOLT-DOilN U

'---

l1 OUTLET ( 4")

lj I e;

3"-

:J

1,500 GAL. SEPTIC TANK AS MANUFACTURED BY FLEMINGTON PRECAST AND SUPPLY, L.L.C., FLEMINGTON, NJ 908-782-3246 OR APPROVED EQUAL.

HOLDING TANK TO BE SPECIFIED AS H20 LOAD BEARING \\liEN ORDERED.

u:\!~~3:EIN=:LE=T=(=4"=:) = -=:::-=:2=4:::-" =D-I=:AM=E:=-TE:-,::::~~:==:3:E:::3 8UTLET C4'l :;.EAL

1.500 GAL SEPTIC TANK 1 COMPARTMENT

(NTS)

[FINAL[ 0.

WA TIS BP HOSE CONNECTION VACUUM BREAKER OR APPROVED EQUAL

PREVENTS BACKFLOW INTO POTABLE WATER SYSTEM.

FAUCET BACKFLOW PREVENT/ON DEVICE

(NTS)

REVISION BY DATE

54 OLD HIGHWAY 22 SUITE 300 CLINTON, NJ 08809 (908) 238-0544 FAX: (908)238-9572

C.O.A. #: 24GA28021500 A PROFESSIONAL ASSOCIATION

TlTLE: RINGWOOD RECYCLING CENTER INDIVIDUAL SUBSURFACE SEWAGE DISPOSAL SYSTEM

BOROUGH OF RINGWOOD, PASSAIC COUNTY, NJ LOCATION:

DATE:

PETER'S MINE ROAD BLOCK 601 LOT 14

BOROUGH OF RINGWOOD PASSAIC COUNTY

5/7/14

PROJECT NO.: 13245C

FILENAME: DETAILS.DVVG

DESIGNED BY: PMH CHECKED BY: VVJI

SCALE: N.T.S. SHEET NO.: 3 OF 3

R2-0007785