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SEP-000368-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000368-2017 Date Issued: Thursday, December 21, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000368-2017 has been completed. Tax Map Number: 308.14-1-52 Location: 183 PITCHER RD Owner: FOREST PARK MHC,LLC Applicant: Stone Installations This structure may be occupied as a: Residential Septic Alteration 15& 17 Briwood Circle 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, 4 4t 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 6L Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000368-2017 Tax Map No: 308.14-1-52 Permission is hereby granted to: Stone Installations 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 Name: FOREST PARK MHC,LLC Septic Disposal-Residential $0.00 Owner Address: 183 Pitcher RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builders Name I Address Electrical Inspection Agency Stone Installations 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications Residential Septic Alteration 15&17 Briwood Circle 540.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 29,2018 (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 the expiration date.) Dated at the Town ofeensbu n ursd Ju 2 17 SIGNED BY: (,I VJXj/ /v/ for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT AP (� rmvn of Qimcnannry 742 Bay Road,Queensbury,NY 12804 D E C E P:518-761-8256 www.gueensbury.n Tax Map ID#: '� O I — 7. 2 :PMVtFInvoice#: ) 0('7bProject Location: -! !`N.o Yes No Primary Owner(s) ,7tes.L- 174a J , OP21LDING&CODES Mailing Address / `_� Phone & Email Installer/Builder efy ip 444 4 Mailing Address j 6 Phone & Email S1_ L744 I Engineer V r-A r4 Mailing Address Phone & Email F5 Contact Person for Building&Code Compliance: l` Phone:( ),K- RESIDENCE ,KRESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes o 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes o Installed? (circle one) 1992-Present � 9 Liv I/. PARCEL INFORMATION: Topography _Flat Rolling _Steep Slope _%Slope Soil Nature Sand _Loam _Clay _Other Groundwater At what depth? Bedrock/impervious material At what depth? Domestic Water Supply _Municipal _Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length_13.ft.; Each Trench R ft. 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 and approved. The installed system must match the septic layout on file—no exceptions. Declaration: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 known by or on behalf of an applicant,shall be void.I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. / PRINT NAME: Q��2Y �IanGh �. ! DATE: SIGNATURE: A DATE: Town of Queensbury Building Code Enforcement Revised February 2017 GENERAL NOTES: DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO DESIGN FLOW DESIGN PERC. REQ'D LENGTH OF pT = PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL CLARIFY ANY DESIGN LAYOUT DETAILS. ¢ BEDRMS GAL./DAY SAIL I_AIERAL S DTP DEEP TEST PITt ' 6I. tdc>✓ ' j TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT :� 6 660 GAL/DAY 1-5 MPI 275'-25%*=206' SCALE DRAWINGS. Z Cq �i h SHE 101701 OUR LWAIK)N) 0'-11' DARK SANDY 7(SPSOiLROOTS NO ACTIVE NEIGHBORING 9t£W1•THIN-189' ;Ah1 PERMITTING/VARIANCES TO BE 21 11'-28' REDDISH BROWN SAND. OF TREATMENT AREA. � TAINED BY CONTRACTOR AND/OR PROPOSED INSTALLATION: 28--71' GRAY 06URSE SAND OPER OWNER. TRENCH SYSTEM.WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTIJNG NOTED — � ' THIs DRA �l ART OF A SEPTIC SYSTEM REPLACEMENT j.'. •-•r ,� 5,-�,.': r TOTAL NUMBER OF LATERALS = 4 OTS #1 THRU #19 ON BRIWOOD CIRCLE. THE f = 1 ( I JUN 2 6 1NG R1 SEPTIC SYSTEM COMBINES THESE 9 LOTS INTO }, t LENGTH OF EACH LATERAL = 55'-0" ONE 10'+D J O SEPTIC TANK AND PRESUMEDDRYWELLS 1' y TOTAL LENGTH OF LATERALS = 220' .,......�.4lPjKNO LOCATION). ! � .°i !--•-y����_ -% • 'E PT 'vh STABILIZED PERCOLATION RATE 1:05 MPI NORTH TOVVIN OF QUEENS ;i) (Y I IF— PT #2 STABILIZED PERCOLATION RATE: 1:10 MPI ? BUILDIN. �;JD S 1' w'UQ * PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN I` -- —_ !! o U 2-- TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS ' Z __j 2Z0: Z a w = l PROJECT LOCATION PLAN WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.50AL/FT de OPEN SIDEWALLS. TABLE 6C OF NYSDOH GRM* HANDBOOK. • i Q Q '— ' z I a w i o NOT TO SCALE LU PARKING SHED �� � Y I /0� i O ,'�11 z o 5 • I 4. d w It is a violation of NYS education law for any person, CO cn unless he Is actin under the direction of a licensed — — v'. I c=j Z professional engineer, to alter any item in any way. EXISTING 3 • a O ui o I � LOT #17.__ BEDROOM - © w z N - "'-- -- --- --- - DWELLING w o �, SOLID 4"0 SCH40 AT 0 CD LOT INFORMATION: Lj MPER Fool, TYP. TAX AP308.14—_ 1 -52 li = N OWN OF QUEENSBURY 4 LATERALS AT 55' EACH. L10 i d ADS RANCOR ARC 24 CHAMBERS. ANEW' 1000 GALLON- LOT SIZE: 48.9 ACRS CONCRETE TANK WITH T SEE DETAILS. 5 51 FILTER.SEE DETAILS. N APPROVAL STAMP / NOTES LOCATE WATER LINE AND I 6' —WYE I M INSTALLER TO LOCATE ALL UNDERGROUND MAINTAIN 10HORIZONTAL B I o ° UTILITIES PRIOR .TO CONSTRUCTION. SEPARATION TO SEPTIC, TYP. ..:,...L4: ., ...:.. ' t� )--4-10'MIND-BOX O. 0. J 5 -� • W `C3 .L Q APPROVED 00 NEW 1000 GALL CONCRETE N (-.i) U U E PARKING TANK WITH FILTER.SEE DETAILS, _ ® I • I ; O O For Sewage Disposal O 07 NEW YORK STATE DEPARTMENT OF HEALTH Lt! L P.E. EXISTING 3 r 1 m LOT #15 BEDROOM TO�,V?"?, fit ° /� n DWELLING U�t %1E� '* �aILe /, 6 ! -- ® I L= 06 Date ACTUAL SEPTIC COMPONENT LAYOUT "; ��iYz;� d ® L MAY VARY DUE TO BURIED UTILITIES. PROPERTY LINE I SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER I APPROXIMATE LOCATION OF POWER LINE -�� I PRojEcr: FOREST PARK - BRIWOOD CIRCLE M ' LOTS #15 & #17 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) o DRIVING TITLE: AS-BUILT TIE-IN DIMENSIONSFT �pFKNET�' RRa�'�rsomr?zERo` s, PLL C SITE PLAN A B Ci D 225 RUGGLES RD.,SARATOGA SPRINGS,NY SEPTIC SITE E Y—LAN � 0 518.581.3893 FILE NAME SITE E a SCALE 1' = 20'-0' E; D—BOX Z NO. SUBMITTAL / REMSIGN APP'D. DATE DATE MAY 2017 w L1 BEGIN PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS AND AS PURPORTED BY PROPERTY MANAGER. tA ISSUED FOR REVIEW/APPROVAL RKR 5/e/n REVISION A L1 END � $ THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST dw a L4 BEGIN NOT BE CONSTRUED AS SUCH. A� 7 50 Qy SHEET a a L4 END O�ESS10 C-001 1 2OF 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' 6" BURIAL DEPTH WILL VARY AND SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN TYP. ABSORPTION HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO MIN. EXCEED 24". INSTALL LATERAL , GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. NATIVE END VENT >3' DEEP. TRENCHES = 6 O.C. GRAVELLESS abAff 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN CHAMBER EARTH I_ PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. BACKFILL I I- I�I I- 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND II. II-_II II-1 7A-7-191 ILII- „ - Ll 1. IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S I I L�I—I I' I11=12 CHAMBER '�I L=11'_ — 1-111�Ir�� SIIT I- Jill�It=11' ONE CHAMBER REQUIREMENTS. HEIGHT z PROPOSED GRADE, SLOPE TO ONE 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 N 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 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. IMPERMEABLE STRATA PER NYSDOH APP. 75-A FEB 3, 2010); A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO GRAVEIIESS CHAMBERS NTH 1.6SF/F7 OF BOTTOM AREA ADS HANCOR ARC 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. GRAVELLESS CHAMBER-TRENCH HAMp R-TRENCH ` REATMEI-T._SEw IV 8. RECOMMENDA11ON: 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 T7 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH C I i I 1 I A RISER OR EQUAL 1 4,1 i INLET II �r OUTLET10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL L_L1_________ CAUSE FAILURE OF SEPTIC SYSTEM. INLETOUTLET PROVIDE EFFLUENTSEE NOTES. APPROVAL STAMP / NOTES INSTALL RISER EFFLUENT FILTER (POLYLOK PL®122) It is a violation of NYS education law for any person, LOCKABLE COVER, TYP unless he is acting under the direction of a licensed 1-1 2" professional engineer, to alter any item in any way. CONCRETE BAFFLE BACKFILL WITH CLEAN OR EQUAL BAFFLE ON-SITE t�(AjERNFbL TAMPED NISHED GRADE REMOVABLE COVER IN 8 INCH Liar�"� A to EFFLUENT FILTER �O' SOIL, SEED & MULCH COVER ::`� ° 'WATERPROOF SEAL x 12 MIN z ' POLY RISER INLET INVERT O LEN� INLET OUTLETINVERT -- LEflYORKSTATE DEPARTMENT OFHEALTH OUTLET Glens Falls District Office JOINT INLET ill CAULKED ` �^ CAULKED OUTLET JOINT o QUI SANITARY TEE W/ Refer to first sheet for approved date and signature. u n SANITARYLEVEL I! 11I 2" MINTEE a ULKHEAD EFFLUENT FILTER wax} p . �3 3" MIN 12" MIN. ,L c _CLEAN SAND, PEA II GRAVEL OR AGGREGATE v .apt a LI _ HII ii1 it L III TIL I ICI k m-5 11P LT 11MM (3/4" - 1 1/2") IF DESIGNED TO USE EXISTING JSEPTIC TANK, PUMP OUT AND INSPECT EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER 1. MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH OUT AND INSPECTED EVERY 2 YEARS PROJECT: P RK BRIWOD CIRCLE 27 S.F. SURFACE AREA. OR LESS FOR bP11MAL PERFORMANCE; FOREST 2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK WITH 34 S.F. EFFLUENT FILTER (IF INSTALLED) SHALL LOTS #15 & #17 OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE 3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA FAILURE COULD OCCUR . 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 4. THE SLOPE OF OUTLET PIPES BETWEEN THE GALLONS TO TANK SIZE FOR EACH. DRAWING TITLE: DISTRIBUTION BOX.AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, UQUID TIGHT JOINTS, QF NERr SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. K y RKEEMSOMEEROMS, PLLC DETAILS 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 Q" h 518.581.3893 FILE NAME DETAILS SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. 5. USE DOUBLE SIDED STICKING RUBBER BUM FOR Q' W SCALE AS NOTED N I DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. NO. SUBMITTAL / REVISION fR DATE DATE MAY 2017 NEW CONCRETE FOR EACH MOBILE HOME UNIT PRO\,ADE �, f C7 A ISSUED FOR REVIEW/APPROVAL 5/8/1 REVISION A w DISTRIBUTION BOX NEW1000 GAL CONCRETE SEPTIC TANK CdA o 950 ti$ SHEET a a SCALE: NONE SCALE: NONE �CFESSi�t� C-100 2 of 2 ... .,. „.......... .NE .....�.... � NERAL NOTES, DESIGN INFORMATION ; = SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO e� D GA T — PERCOLATION TEST (LOCATION CLARIFY ANY DESIGN LAYOUT DETAILS, Y DST PERFORMED ON 05-08-17 WITH STONE S1S>rLPfB4. REb'D LENGIII OF p _ S, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. .,,.. .6... .,.I 660 GAL./DAY L®� s TEST PIT DWELLING SUPPLIED WITH MUNICIPAL WATER. 2 USE DIMENSIONS GIVEN: DO NOT q — tk NYSDOH E I 1-5 MPI 275'-25%*-206' SCALE DRAWINGS. �' L TE INDUSTRIES AND "LUCA11t)N,i,. .,... . ..... .. ; O"-11" DARK SANDY TOPSOIL.ROOTS NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' —28" REDDISH BROWN SAND. PROPOSED INSTALLATION: OF TREATMENT AREA AND/OR '' ° r tS�t III OB(AIMED BY CONTRACTOR 3 ALL PERMITTING/VARIANCES TO BE k 28"-71" GRAY COURSE SAND PROPERTY OWNER. r-✓ i 40 TRENCH SYSTEM WITH ADS RANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT TOTAL NUMBER OF LATERALS. = 4 PROJECT FOR LOTS #1 THRU #19 ON BRIWOOD CIRCLE. THE �� EXISTING FAILED SEPTIC SYSTEM COMBINES THESE 9 LOTS INTO y q LENGTH OF EACH LATERAL = 55-0 ONE 10'+ DEEP SEPTIC TANK AND PRESUMED DRYWELLS ; LATERALS = 220 ' PT #1 STABILIZED PERCOLATION RATE: 1 05 NORTH (UNKNOWN LOCATON). P MPI d TOTAL LENGTH OF LATE #2 STABILIZED PERCOLATION RATE: 1.10-MPI I _ * PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN - TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS PROJECT LCCATICN PLAN WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN N SIDEWALI_S. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. s z '0" I I _ T TO SCALE SHED PARKING It is a violation of NYS education law for any person, unless he is acting under the direction of a licensed vD professional engineer, to alter any item in any way. LOT 17 EXISTING 3 ® m # ' BEDROOM DWELLING SOLID 4 0 SCH40 AT ® LOT INFORMATION: U PER FOOT, TYP. JAX MAP #: 308.14-1 -52 TOWN OF QUEENSBURY 4 LATERALS AT 55' EACH. L1 NEW' 1000 GALLON LOT SIZE: 48.9 ACRES ADS HANCOR ARC 24 CHAMBERS. � I U CONCRETE TANK WITH SEE DETAILS. 55. _ } FILTERS DETAI APPROVAL STAMP NOTES . . . F EE L�. LOCATE WATER LINE AND 6 --WYE INSTALLER TO LOCATE ALL UNDERGROUND MAINTAIN 10' HORIZONTAL • UTILITIES PRIOR TO CONSTRUCTION. SEPARATION TO SEPTIC, TYP. B -----10'MIN. L4 D—BOX O • PARKING NEW 1000 GALLON CONCRETE DEC � TANK WITH FILTER.SEE DETAILS. AS BUI LT 7C)BUILDINGOff'QUECENSBURY LOT 15 EXISTING 3 �CODE S # BEDROOM DWELLING C . . � � 7- ACTUAL SEPTIC COMPONENT LAYOUT MAY VARY DUE TO BURIED UTILITIES. , ., AMBER PROPERTY LINE PROJECT.SEPTIC REPLACEMENT DESIGN / GRAVELLESS CH 0 APPROXIMATE LOCATION OF POWER LINE FOREST PARK BRIWOOD CIRCLE III LOTS #15 & #17 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) ® r BUILT TIE—IN DIMENSIONS FRrVENGINEERING, DRAWING WILE: ASS ( � �� EWT) Y .. TE PLAN A B C D � << 225 RUGGLES RD. SARRATOGA SPRINNGS,NY/m-K � d'I��N 1, 5185813893 FILE ' - ., NAME SITE PLANSCALE 1" = 20'-0"0 " D—BOX 8.5 S APP'D. DATE UBMITTAL EVISIOa ODAIS MAY 2017L1 BEGIN $ 22 PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS A ISSUED FOR REVIEW/APPROVAL RKR 5/8/17 AND AS PURPORTED BY PROPERTY MANAGER. ce sra4—' Q w _ _ L1 END 61 65 = THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST �d w� 1 _ RECORD DRAWING RKR `8/31/17 =REVISION — 1 o � �0795p� SHEET.,.L.,. i_- o L4 BEGIN 17,5 6 NOT BE CONSTRUED AS SUCH. ��, P D 64 61 OPBSS10� _ OF 0- a L4 END , ... .. . ... . .,.y_ _...... C 001 1 2 r 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. END VENT >3' DEEP. TRENCHES = 6 O.C. GRAVELLESS �— NATIVE j ' — 5, 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN CHAMBER EARTH _ PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. BACKFILLIII- -III- =III- 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND -III_ -III—I I =1 —I III—I _, — 1- IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S L=I 1=1 1=�11=1 11=1 =1 1=1 I I I=12 CHAMBER =I I L—III- —III-I I I REQUIREMENTS. Iil—Ti -11—Tirol—Iil-11- ONE CHAMBER 1— HEIGHT z _ PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION 4. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY -r 2' DRAIN.'SEED AND MULCH. REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE EXCAVATION. Iy DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. �i NO VEHICLES ALLOWED ON TREATMENT FIELD. GROUND WATER, BEDROCK OR IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND 70 GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ADS HANCOR ARC 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. c /'a ®® -�^� ^ �-p �® �+ /� 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE , GRAVELLESS CHAMBER :TRENCH BENCH I SEA 1 MENT SECTION -W - UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. 0 4PRECAST C TANK F-T-f - -- - I I 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH C i I A RISER OR EQUAL. INLET � II �OUTLET10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WALL L III TEM. -L I----------INLETOUTLET PROVI.ESEFFLUENT EE NOTES. CAUSE FAILURAPPROVAL�STAMPE / NOTES INSTALL RISER EFFLUENT FILTER (POLYLOK PL--122) u la a violation n NYS education law far any person, LOCKABLE COVER, TYP unless he is acting under the direction of a licensed 1-1 2" professional engineer, to alter any item in any way. CONCRETE BAFFLE BACKFILL WITH CLEAN -FINISHED OR EQUAL BAFFLE ON-gITE �,,�pTERIAL pLACEp NISSo GRADE IN 8 INCH LIFTS AND TAMPED EFFLUENT FILTER—� / TOP SOIL, SEED & MULCH REMOVABLE COVER ;e .�c. /� ?.T> COVER WATERPROOF SEAL x 12" MIN r J i i i i i i i i i i i z ¢ ce —Se /�—POLY RISER rra _ ! % INLET INVERT c�i INLET I�ZouTAL®E07 INVERT OUTLET CAULKED--// TT CAULKED C d. INLET - JOINT ?a � JOINT 00--" OUTLET o �'uul SANITARY TEE W/ 2" MIN. S�AENITARY �g LEI�ULKHEAD EFFLUENT FILTER (err( uE INS, URY r sl,s 'soa s •�j^ 3" MIN _ 10BUILDING C:t CODES- 12" MINI °'';°'c`°�` � _ / L `w n CLEAN SAND, PEA Til '' 8o5i Ti GRAVEL OR AGGREGATE ii`rii=in=il=ii=lint=l iJl!=liriie (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 ER MAINTAINED. TANKS SHALL BE PUMPED SEPTICREPLACEMENT ' ESZAcPARK DESIGNBRIWOODL CS RCL CHAMBER 1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND INSPECTED EVERY 2 YEARS PROJECT: 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH OR LESS FOR OPTIMAL PERFORMANCE; FOR 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. BE CHECKED AND CLEANED LOTS #15 & #17 OUTLET PIPES. SURFACE AREA REGULARLY. OTHERWISE PREMATURE - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. FAILURE COU LD 0 C C U R . 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY 3. SEPTIC TANK TO D-BOX: 4" PVC OR SDR21, LIQUID SURFACE AREA. ) TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 GALLDISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDINGOTO S PTINS TO C TANK:E a PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, OF NE jr EIV DRAWING DET FOR EACH. OOT " �\ ® '���R'��...,��L� 4. THE SLOPE OF OUTLET PIPES BETWEEN THE TITS SHOULD BE SLOPED AT LEAST 1/32" PER F MIN. SLOPE 1/4 PER FOOT. K ' 9 FILE NAME ti AILS AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21 225 RUGGLES RD.,SARATOGA SPRINGS,NY SLOPE 3893 DETAILS 5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR NYSDOHGUIDLINES. ` �/ , :w No. SUBMITTAL REvlslon APP' SCALE AS NOTED NTH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR 4' A 518.581. SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. fid' 4. TO D PER ^o I = DOSED SYSTEMS. FOR SEPTICTANK MODILETEHOME UNIT PROVIDE 4 tlsl�' arc oh � � A ISSUED FOR REVIEW/APPROVAL RKR �8/� -NEW - DATE MAY 2017 DISTRIBUTION BOX NEVA 1000 GAL CONCRETE SEPTIC TANK �d I " REVISION , aRECORD DRAWING RKR 8/31/n � � ., ®, ..... ., . , ...... .......WW..0.. ......... .. A � 79$0 y - SHEET o 0 SCALE: NONE SCALE: NONE ,�aP _ 2 OF FEssI® C-100 2