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BOTH-000177-2015 TOWN OF QUEENSBURY at 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000177-2015 Date Issued: Friday, February 5, 2016 This is to certify that work requested to be done as shown by Permit Number 130TH-000177-2015 has been completed. Tax Map Number: 308.14-1-52 Location: 183 PITCHER RD Owner: RHP Properties Applicant: Stone Installations This structure may be occupied as a: 5&7 Gregwood Circle Septic Alterations By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, �d Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY ' v 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 } Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000177-2015 bQ firb Tax Map No: 308.14-1-52 RESPermission is hereby granted to: Stone Installations E' J I ED For property located at: 183 PITCHER RD in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Address: Septic Disposal $0.00 Total Value $0.00 Contractor or Builder's Name/Address Electrical Inspection Agency Stone Installations 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications 5&7 Gregwood Circle Septic Alterations PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,October 14,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before 'e expiration I• .) Dated at the T wn of Q e sb / 4 J ,a• .ay,October 14,2015 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE IU/13/i Received Tax Map ID tIMA -- 000 1r1--2©t5 TAX i1 fAP ID rU 2-. Permit No. _1 „-1 � �} Permit Fee i LOCATION OF INSTALLATION IUrf5 Lk k I-Lt. Ow k Approvals: ' �� V''' t E J Loi Q 5'} #7C Lel 11 1 LIC- . - APPLICANT S11( f ul5-1. li0.4\ PHONE/E-MAIL 5)g K '� l T 1 r� 2015 ADDRESS lV C_ SU ✓c.5, Sf y-1,S I f t`/ j Z 11 �( l 1 JJJ TQ i(f�IEQF QUEENSr3IIR �$TALLER/BUILDER: S 1,p,, 5L 11r1�r,,,5, L.L.0 PHONE/E-MAIL S Y' -i- ralt6xuiNG & CODES q ADDRESS: 9305 RCiiT 9)( o l J h 5rtellt55 , 14 Y. /2,i6 & OWNER N () of Ul t/)if 5 PHONE/E-MAIL 5( b - 7 6- 77 76 Address 1i3 f Che/ RSi QyrevlSi)vr tty 12(SOLI CONTACT PERSON FOR BUILDING&CODES COMPLIANCE; (L -1 f 1 u-rdiC PHONE 5"1 - 2)h-4707 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older ”- Garbage grinder installed _Y —N 1981-1991 Spa or Hot Tub installed _Y N 2 t C + i U 6 6 0 PARCEL199PresenINFORMATION l Topography X Flat rolling Steep slope _°/o slope Soil Nature Sand ` Loam Clay Other Groundwater At what depth? ifIr, .r Bedrock/Impervious Material At what depth?___, 1(,1€.. Domestic Water Supply (, Municipal Well(if well,water supply from any septic system absorption is___ft.) Percolation Test I Rate: I',S per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 21)0() gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with AL1 Total length az() ft.;Each trench_ ! x 5,,/ Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the septic system layout on file-no exceptions. DE LARATION_ Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requi ements • t e Town of Queensbury Sanitary Sewage ispo al Qrdinance. Print Name: � . Al. % Date: (0/1)/S Signature: �� // � Date: Town of Queensbury Building&Codes Septic Disposal Permit July 2014 FILE COPY NEW YORK Department STATE OPPORTUNITY. of Health HOWARD A.ZUCKER, M.D., ANDREW M. CUOMO .l.D SALLY DRESLIN, M.S., R.N. Governor Commissioner Executive Deputy Commissioner September 18, 2015 Ryan Riper, P.E. RK Engineering, PLLC 225 Ruggles Road Saratoga Springs, NY 12866 Re: Forest Park Mobile Home Park, Facility#56-6822, Town of Queensbury, Warren County Lots 1, 3, 5, 7, 15, 17, 9, 11, Replacement of Onsite Wastewater Treatment Systems (OWTS) Mr. Riper: The New York State Department of Health Glens Falls District Office has received plans to install OWTSs for eight (8) lots at the Forest Park Mobile Home Park, located in the Town of Queensbury, Warren County, NY. Four systems will serve the following lots: • Lots#15 and #17 Gregwood Circle • Lots# 9 and #11 Gregwood Circle • Lots#1 and # 3 Gregwood Circle • Lots#5 and # 7 Gregwood Circle Each home will be provided with a 1000-gallon concrete tank except for#17 which will receive a 1250-gallon tank to allow for a one bedroom expansion. Each pair of adjacent homes will share an absorption field consisting of 4-55' ADS HANCOR ARC 24 Chambers. This configuration will be replacing a single 1000-gallon septic tank and dry wells. The plans are approved with the following conditions: 1. THAT the Engineer obtains required Permits from the Town of Queensbury and Warren County, and, 2. THAT the Engineer certifies in writing that the systems are installed in conformance with the plans approved this day, Or, F:\Forest Park Mobile Home Court\Forest Park MHC OWTS Lots 1-17 Replacement Plans Approval.docx Empire State Plaza.Corning Tower Albany,NY 12237 1 health.ny.gov 3. THAT, upon completion, the Engineer submits certification that all systems are installed in conformance with provided as-built drawings showing approved changes to the design. Two sets of stamped plans are being returned to you, and one set is being retained for our records. The purpose of the Department of Health review is to verify compliance with the Design Handbook (2012) and the State Sanitary Code Part 75-A and in no way guarantees proper system design, installation or operation. If you have any questions or concerns please contact me at (518) 793-3893. Sincerely, Michael E. Hallock, P.E. Public Health Engineer 2 NYS DOH Glens Falls District Office 77 Mohican St. Glens Falls, NY 12801 Cc: Anita Gabalski, NYSDOH GFDO Town of Queensbury Code Enforcement Maggie Gannon, Park Place MHC, LLC 31200 Northwestern Pkwy. Farmington Hills, MI 48334 F:\Forest Park Mobile Home Court\Forest Park MHC OWTS Lots 1-17 Replacement Plans Approval.docx Empire State Plaza,Corning Tower,Albany.NY 12237 t health.ny.gov PLOT DATE: 2015 PROJECT jj. > > x _> 0 0 > ) z C U) __4 > \�� z =-; 0 10 x 0 > 0 > -T U) M -, 00 910U0 000M,9�1�je x > 0 ril 0 rq 0 r7l c:: M Ul MMS m > m K ---i m - L> m > F o) m -mn � 'U �S ch (1 > p cn m r— m • \�� 'kd C-) 0 m ca 0 10 x 0> 91rq U) r 0 rq < 0 rq 0 c: m c:: V MMS m it 5dmz F m 00 W m C) 4 m (n 0 K 6, cz w rl, 0 > UIX zc: M X 0) (3� ISM rnZ 0) rn -v o 0 Q m M > X x rri > c) m � M rq z 2 >m z > p cn m r— m • \�� 'kd C-) 0 m ca 0 10 x 0> U) M I 0 rq < Z rq 0 c: m U) ri MMS m m0 zm0 5dmz 00 m m 00 W m C) 4 F r") U) (n 0 K 6, cz w rl, 0 > UIX zc: M X 0) (3� ISM rnZ 0) rn -v "U ro 0 Q m M > X x rri > c) m > W, 0:2, 0 "- K m G) > z lu, baa rri (0 > Y, r z C ;u 44: -< c", U) Q 1171, q z C) o Fn > 44- 81 ;u > m 0 _u m U) fig > aW 0 �3 � M rq z 2 >m z :E (j)-0 cn m r— m • \�� 'kd C-) 0 m ca 0 10 x 0> U) M I 0 rq < Z rq 0 0 cri m m ;a m ri MMS m m0 zm0 5dmz 00 m m m v --A m F F 0 (A F r") U) (n 0 m g:: cn cn — m C) n > _,> C) (n rn ;n = cQ rr, (D m M c__ rn cn m o w c (D :;a C-� m 0 rn c. m < >mrn o m Mn1 -lo, dit c 0 1=030A > 41 0 rn 0 oig 0 0 0 9) z U) 8 (n G7C1ju4 rl p ro z '0 > Z 0 7-M C) 0; u u rq, ro 0 m M 0� o > Ag =],' I m o 8 m -I i, r > v uj 2 M ju M rr, FYI >- - - - - - - - - - - - - - - - - - - z z ,- 0 ro V" C) - - z > :J- W r>pi Z z 0 m 2 --1 M v' > -n r- (j)-0 cn m r— m • 0 'kd C-) 0 m ca m ml > m U) I m d cn r) Mn1 -lo, dit c 0 1=030A > 41 0 rn 0 oig 0 0 0 9) z U) 8 (n G7C1ju4 rl p ro z '0 > Z 0 7-M C) 0; u u rq, ro 0 m M 0� o > Ag =],' I m o 8 m -I i, r > v uj 2 M ju M rr, FYI >- - - - - - - - - - - - - - - - - - - z z ,- 0 ro V" C) - - z > :J- W r>pi Z z 0 m m cu • 0 XPi > y. m U) c_ 01 t) COVER ri p CD Mn1 -lo, dit c 0 1=030A > 41 0 rn 0 oig 0 0 0 9) z U) 8 (n G7C1ju4 rl p ro z '0 > Z 0 7-M C) 0; u u rq, ro 0 m M 0� o > Ag =],' I m o 8 m -I i, r > v uj 2 M ju M rr, FYI >- - - - - - - - - - - - - - - - - - - z z ,- 0 ro V" C) - - z > :J- W r>pi Z z 0 m PLOT DATE: 2015 PROJECT P. 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'- 0 z 00(C,) >Z -1 0 rn M m 0 2 , =01 > @ 0mom Zz z = 0 7; PiI (X) C) Ur) 9 - z 0 0 OH2 Fes, 0 CU Gi O;u z rn R m <0- 0 �l WM cu u 0 -0 x rn i't 2 ;rn, rD 1; 0 0 Eq -rIN ow i > HIM > m cu U) > 12" MAX m U) c_ 01 t) COVER ri p CD 0 w rl, > UIX zc: > U) m U) c_ 01 t) ri o UI m CD > UIX zc: rri > ro r1l z x m x0 Z > X C) 0 0 ;u 0 rrl cf) rq 0 '0 (z) Z z 0 > (n > 0 2 __4 c) 0 M 0 m _0 > -n 0 4t 0 0 rn Z < c m Z > z > 00 M 0 21 l 0 r 4-t 9 'tl x > 0 0 rri z 0 (j CD > 4 rpt > c 0 0 0 m 0 m C) 0 M r x Mcp 6, U) 0 c/) rvl lu 4 i> 13m z cu z Ile, m Sam a 0 pooz a m: muaZ > r- 0(?i D z cu U) :4 3 x rrl U) >: X gyw 214 (YI 0 1 ITE UB N rrl 0 L, ITTTL x C) C) Wrl N < 0 OP w a > > > LU I I Z' > 07\ 5! r K 1 IV rrl > >it 0 X W 0 F U) 0 > r- > 0 rrl rrl ly, z z A G) > F,n a U) En U) W 0 0 3: < 0 > X LTI _q 3: Z 0 > 0 0 ou U) M a) X m 2' MIN. 611 (n > 11 A > Z 0 z 0 Gx) X 0 m z rq M (f) z 0 W r- rri m w a > z > x c: c rn ;U 0 0 x m r -ED 9 > m m — 71 m ;K < r > I- rn 0 _rl ;u x ri z C) X cu > 0 _u xi > M 0 M v 0 : (A -_� _r �E C) >X 0 >X jX0 U) Z ITI —m W -M rn R* r- > 0 rrl m > 0 r- Zo -U M z (n I -q > rrl ;u > K > Z 0 m �l zo >X r- > V) 0 z rri z >U) 000-0 M U) Q> rq Q m E”: 10 � z _rl 91 �4 p p �l Pl p 0 S�l -q:jM> 70 F A rm -j:u ,= 0 0 x 0 71, C) 02 0 fn 9 P2 Qx Z 0 F C a X ch > z x 0 m fi rm, r" z 7j 'cu ZO > T_ o 0 0 > rq v-4 -"-,: 0 > r" 21 U,) 0 0 (Z,, a: =1 X k 52 C, Z X c 0 '1 2 r- ou zi rtl z z 0 0 ril a rn > U) Gi -4 �0UB rn GENERAL NOTES: DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO DESIGN FLOW DESIGN PERC, REO'D LENGTH OF PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL CLARIFY ANY DESIGN DETAILS. 4 BEDRMS GAL./DAY RAM LATERALS DTP = DEEP TEST PIT TEST PERFORMED ON 8-18-15 WITH STONE INDUSTRIES AND NYSDOH DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT •� � . �,�rr--a�•.r:• .. .... `"""- 1 6 660 GAL DAY 1-5 MPI 275'-25%E'=206' REPRESENTATIVE ON SITE. SCALE DRAWINGS. ':="''�`"""' � '•mss _.__ •"'••��"s•*'>''.�:.�:_..• si ` ' U11- al (Stt 5111 rLAN ruFC WI:AIIUNI 4 ..-.��, ,. ....--���.•_,�.; �',-IZ'„ 0"-12" DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3.ALL PERMITTING/VARIANCES TO BE i• �' s s `o ], 12 -66" TAN/BROWN SAND. SOME ROOTS OF TREATMENT AREA. OBTAINED BY CONTRACTOR AND/OR l 9 ` PROPOSED INSTALLATION: NO GROUNDWATER OR MOTTLING NOTED PROPERTY OWNER. TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS DTP #2 (SEE SITE PLAN FOR LOCATION) 4.i ,: J— ""� 0"-8" DARK SANDY TOPSOIL TOTAL NUMBER OF LATERALS = 4 8"-32" BROWN SAND. LENGTH OF EACH LATERAL = 55'-0" 32"-72" LIGHT TAN/BROWN SAND a �� TOTAL LENGTH OF LATERALS = 220' NO GROUNDWATER OR MOTTLING NOTED ,e r` ,, d• -`— t ; I �. PT ',.1 STABILIZED PERCOLATION RATE: 1:10 MPI _ PT 2 STABILIZED PERCOLATION RATE: 1:09 MPI NORTH _ r_ PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS EXISTING FAILED SEPTIC SYSTEM CONSISTS OF COMBINED LOTS WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN 1,3,5,7,9,11,15,&17 FLOWING TO A SINGLE SEPTIC TANK THEN TO DRYWELL(S), PROJECT LOCATION PLAN SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. AS PURPORTED. PROPOSED PLAN IS TO PROVIDE EACH 3 BEDROOM LOT WITH INDIVIDUAL 1000 GALLON SEPTIC TANKS AND A TREATMENT AREA DESIGNED NOT TO SCALE FOR TWO LOTS WHICH EQUALS 6 BEDROOMS TOTAL LOT 17 IS LARGE AND DESIGNED FOR A 4 BEDROOM UNIT. THIS DRAWING TO BE REFERENCED WITH OTHER LOTS NOTED ABOVE. It is a violation of NYS education law article 145 for any person, unless he/she is acting under the SOLID 4"� SCH40 AT direction of a licensed professional engineer, to alter EXISTING 3 PER FOOT, TYP. an item in any way. Refer to education law §7209. I LOT #7 BEDROOM LOT INFORMATION: PARKING DWELLING SHED TAX MAP #: 308.14-1 -52 TOWN OF QUEENSBURY 4 LATERALS AT 55' EACH. —_ LlA LOT SIZE: 48.9 ACRES ADS HANCOR ARC 24 CHAMBERS. NEW 1000 GALLON CONCRETE _. SEE DETAILS. 55' TANK WITH FILTER.SEE DETAILS. Q APPROVAL STAMP / NOTES LOCATE WATER LINE ANC I 6' —WYE INSTALLER TO LOCATE ALL UNDERGROUND MAINTAIN 10' HORIZONTAL SEPARATION TO SEPTIC, TYP. I o UTILITIES PRIOR TO CONSTRUCTION. I NEW 1000 GALLON CONCRETE f� 10'N IN. L4 D—BOX B TANK WITH FILTER.SEE DETAILS. PARKING M ��� 03 2016 EXISTING 3F LOT® #5 _BEDROOM ® I DWELLING r �- I; 0 I ACTUAL SEPTIC COMPONENT LAYOUT PRo,IECT. SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER ® I MAY VARY. FOREST PARK - GREGWOOD CIRCLE C� I LOT #5 & #7 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) I ' 1 I DRAWING TITLE: AS—BUILT TIE—IN DIMENSIONS (FT) ���FR'YSITE PLAN A B C D �� � K . o RKENGINEERING5 PLLC �r� . 518.581.3893 225 GGLES RD.,SARATOGA SPRINGS,NY FILE NAME SITE SEPTIC SITE PLAN ti w SCALE 1" = 20'-0" s D—BOX 4.5 5.6 z NO. SUBMITTAL / REVISION APP'D. DATE DATE SEPTEMBER 2015 N L1 BEGIN 6.6 11.4 PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS F A ISSUED FOR REVIEW/APPROVAL RKR 9/1/15 AND AS PURPORTED BY PROPERTY MANAGER. </' t REVISION 1 L1 END 60,$ 61,$ THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST d q,$ t RECORD DRAWING RKR 10/22/15 no L4 BEGIN 15.5 9 NOT BE CONSTRUED AS SUCH. A 02950& y SHEET �' P C-001 a_ a_ L4 END 62.3 62 OFESSIO� 1 20F a a PROJECT NOTES: MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - 6' SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN 6 BURIAL DEPTH WILL VARY AND HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO TYP. MIN. EXCEED 24". INSTALL LATERAL ABSORPTION GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. GRAVELLESS a�NATIVE END VENT >3' DEEP. TRENCHES = 6 O.C. CHAMBER EARTH i_ � 2 PURPOSES INFORMATIOONOLY. THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN BACKFILL t- I-III- ILII_ ILII- 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND _ai-Ta I11-11 _ _=I I I�I I I�I I I�I IPI I IIIA 2" CHAMBER I=11 L I I - - -III IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S -lil�ll= LI-1 1=III=1"=111 i= ''��1=I"- ONE CHAMBER REQUIREMENTS. HEIGHT zPROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY �--2' DRAIN. SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE DO NOT SMEAR SOILS DURING `", INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER. EXCAVATION. _ DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. //// --- NO VEHICLES ALLOWED ON TREATMENT FIELD. GROUND WATER, BEDROCK OR It is a violation of NYS education law article 145 for 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. IMPERMEABLE STRATA any person, unless he/she is acting under the PER T10N IN TRENCH LENGTH IS ALLOWED APP. 75-A(FEB 3, 2010); A 2NTUSE OF direction of a licensed professional engineer, to alter 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM REDUCCTION TOM AREA ADS RANCOR ARC 24 CHAMBER MODEL an item in any way. Refer to education law §7209. DIVERT SURFACE RUNOFF FROM ADJACENT AREAS.& VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. GRAVELLESS CHAMBER TRENCH TREATMENT S ECTION B. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. 4PRECAST NK r T1 I I 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH C I I I I I A RISER OR EQUAL. INLET ~ IIify i - - OUTLET10, GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT AITACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL II L_L1___-___-__ CAUSE FAILURE OF SEPTIC SYSTEM. INLETOUTLET PROVIDE EFFLUENT FILTER. SEE NOTES. APPROVAL STAMP / NOTES INSTALL RISER EFFLUENT FILTER (POLYLOK PL-122) 1 2LOCKABLE COVER, TY CONCRETE BAFFLE BACKFILL WITH CLEAN �FI OR EQUAL BAFFLE ON-SITE MATERIAL PLACED NISHED GRADE REMOVABLE COVER IN 8 INCH LIFTS AND TAMPED EFFLUENT FILTER / TOP SOIL, SEED & MULCH ///TOP VEI WATERPROOF SEAL IN Q — INLET INVERT `/ POLY RISER IIS c0i INLET /) 2' ABOVE INVERT OUTLET INLET -' CAULKED—/� I CAULKED JOINT F JOINT OUTLET SAN TARY C3 LEVEL SANITARY TEE W/ DLKIEAD j EFFLUENT FILTER TEE g .......�... ill 2" MIN. r 8 a8800 P �3" MIN 12" MIN L -ll o °a °�°�=oo=oo ,-"-�_=,r—CLEAN SAND PEA GRAVEL OR AGGREGATE ;,J �tJ 1 -V 1 ���/��`��./✓ 1T1 J1 ll=lil=W=L1=lll—lll itTf} —i iTi =iTi—u—ui Ti—nit ar—t (3/4" — 1 1/2") IF DESIGNED TO USE EXISTING SEPTIC TANK,PUMP OUT AND INSPECT EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE MAINTAINED. TANKS SHALL BE PUMPED PROJECT' SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER 1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND INSPECTED EVERY 2 YEARS 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, NTH OR LESS FOR OPTIMAL PERFORMANCE; FOREST PARK GREGWOOD CIRCLE 27 S.F. SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL 2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED REGULARLY. OTHERWISE PREMATURE LOT #5 & #7 - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. FAILURE COULD OCCUR . 3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 GALLONS TO TANK SIZE FOR EACH. 4. THE SLOPE OF OUTLET PIPES BETWEEN THEDRAWING TITI F;_DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, ��OFWyo �����������y ���� DETAILS SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. K . AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 225 RUGGLES RD.,SARATOGA SPRINGS,NY WITH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR Gj Q' 518.581.3893 FILE NAME DETAILS SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. t- � pe. n 5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR - W SCALE AS NOTED o DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. n r No. SUBMITTAL / REVISION APP'D. DATE a_I DATE SEPTEMBER 2015 NEW CONCRETE FOR EACH MOBILE HOME UNIT PROVIDE A ISSUED FOR REVIEW/APPROVAL RKR 9/1/1-5 F DISTRIBUTION BOX NEIN 1000 GAL CONCRETE SEPTIC TANK SDA 0795�� y� 1 RECORD DRAWING RKR 10/22/15 REVISION 1[72 a a SCALE: NONE SCALE: NONE �OFESSI��P C-100 OF