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SEP-000757-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 �.s Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000757-2017 Tax Map No: 308.14-1-52 Permission is hereby granted to: FOREST PARK MHC,LLC 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 Builder's Name/Address Electrical Inspection Agency Stone Installations 4305 Route 50 Saratoga Springs,NY 12866 Plans&Specifications New Septic System 51 Briwood Circle $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 11,2018 (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 lyhndR( ec ber 11,2017 SIGNED BY: I for the Town of Queensbury. Director of Building&Code Enforcement D [ECROWERn SEPTIC DISPOSAL PERMIT te I r� DEC 0 8 DATE !" Recei r� TOWN OF Q E ~D J TAX MAP ID ae OMMUNFIVY DE i jf?W"T fjFp X5-7- a at 7 �j Permit Fee LOCATION OF INSTALLATION 1 Iii���� �l Approvals: � APPLICANT �' C-�C�� v► PHONE/E-MAIL �I11 5A 1 f r7 01 ADDRESS _ t , � � bq M4 12 Q iresffloark I�hQfpl ha6 INSTALLER/BUILDER: C?l'(.� l l nSiy_U-�CM.S dcl PHONE/E-MAIL!<J l D�� `I&,q ADDRESS: C�1_ _ �� C �r nf✓.)i^Ii C AN Id�trLP OWNER Fuff,� Park M14C, PHONE/E-MAl/1&141-777W Address 193 P'L+d� j L1< y CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: III CLQ / PONE )�( RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed Y ✓�! 1981-1991 Spa or Hot Tub installed Y 1992-Present 4 1 ` © 144 U 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 engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size p 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#2 stone Total length I (:> ft.; Each trench x O 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. 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 know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and aJJ requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: k Date:ii Signature: UV'✓k Date: U--) I Town of Queensbury Building&Codes Septic Disposal Permit July 2014 GENERAL NOTES: DESIGN INFORMATION SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER To 1 BEDRMS DESIGN FLOW I DESIGN PERC. REO'D LENGTH OF CLARIFY ANY DESIGN LAYOUT DETAILS. GAL•/bAY @�j� -TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL %I DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT ' 4 440 GAL./DAY 1-5 MPI 184'-25%*=138' _ SCALE DRAWINGS. "( -NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' N 0 R TH 3•ALLPERMITTING/VARIANCES TO BE OBTAINED BY CONTRACTOR AND/OR rr" h 4 PROPOSED INSTALLATION: °F TREATMENT AREA _.� PROPERTY OWNER. TRENCH SYSTEM NTH ADS HANCOR ARC 24 CHAMBERS `'"" p` TOTAL NUMBER OF LATERALSf, = 3 i p ° _ LENGTH OF EACH LATERAL = 50'-0" LOCA---�- --"" 1 FROJwr TOTAL LENGTH OF LATERALS = 150' THIS DRAWING IS PART OF TIC SYSTEM REPLACEMENT a ~{ _ J� e e e ammPIM9MWd2eLAl�!�I�7 ON BRIWOOD CIRCLE. THE t * PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN e e�e s e••A// ///i�� EXISTING FAILED SEPTIC SYSTEM COMBINES THESE LOTS INTO TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS i••��••�s e e��e e 77-�` / ONE DEEP SEPTIC TANK AND PRESUMED DRYWELLS (UNKNOWN V �' ~ WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN / PROJECT LOCATION PLAN SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. PROPERTY LINE j SHED / / NOT TO SCALE SOILS INFORMATION: APPROXIMATE LOCATION OFfiT p� T PLAN— PT = PERCOLATION TEST (LOCATIONS, SEE PLAN) =e DTP = DEEP TEST PIT POWER LINE EXISTING DEEP SEPTIC TANK/SYSTEM SERVICING j//// violation of un education law for any person, TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. , IA�'� ��1�j� ��{ C��E���D ALi. 0��� he is actin under the direction of c licensed LOTS 51-57 TO BE PUMPED, COMPACTED AND / CH AS H010SES WELLS TREES, ENCEGpe Visional engineer, to alter any item in any way. 0'-111DARK SANDY TOPSOIL FILLED IN PLACE, NO VOIDS TO REMAIN. / �CAMN ON TINS Di;;r,;I,;�1 NT,!'HAVE PERSONALLY 11"-28" REDDISH BROWN SAND. / / j///////////////////////// / rA:;IJRED T H� DISI NC2 SET FORT TH ON HIDIAGRAM, 28"-71" GRAY COURSE SAND / / / / / / /YI"1 •- LOT INFORMATION: NO GROUNDWATER OR MOTTLING NOTED / / / / i-l' 1E �/ SIMILAR SOIL CONDITIONS FOR ENTIRE MOBILE HOME PARK EXISTING 4 -` T/1 MAP �F: 308.14-1 —52 / 00Z LOT #51 BEDROOM )WN OF QU TOWN OFQUEENSBURY PT STABILIZED PERCOLATION RATE 1:05 MPI / m i j / % DWELLING g I LDI NG & 0 T� L 0 T SIZE: 48.9 ACRES PT #2 STABILIZED PERCOLATION RATE: 1:10 MPI / j 'viewed B " . de: APPROVAL STAMP / NOTES A INSTALLER TO LOCATE ALL UNDERGROUND � � I DECK D E / L / / UTILITIES PRIOR TO CONSTRUCTION. / SOLID 4"0 SCH40 A� �" / OJ / / i— L1 T PER FOOT, TYP. DEC 0 8 2017 j o j D-BOX APPROVED TOWN OF QUEENSBURY / 6, COMMUNITY ? `VELOPMEt / / ' j For Set�+�ae Disposal NEW YORK STATE DEPARTMENT OF HEALTH L3 50' ' --- - P.E. �B 3 LATE�ALS AT 50' EACH. --- ADS H*COR ARC 24 CHAMBERS. Date PARKING NEW 1250 GALLON CONCRETE TANK WITH FILTER.SEE DETAILS. SEE DETAILS, 30$.14-1-52 SEP-000757-2017 I LOCATE SERVICE SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER Forest Park MHC LLC - PARKING LINE FOREST PARK - BRIWOOD CIRCLE ' PROJECT: 51 Briwood Circle - - -New Residential Septic ---- - --- --- ACTUAL SEPTIC COMPONENT LAYOUT LOT #51 LOCATE WATER LINE AND MAY VARY DUE TO BURIED UTILITIES. 183 PITCHER ROAD, OUEENSBURY, NY (TOWN OF QUEENSBURY) MAINTAIN 10' HORIZONTAL QRAWING TITLE: AS—BUILT TIE—IN DIMENSIONS (FT) SEPARATION TO SEPTIC, TYP. RKENGINEERING, K . o, PLLCSITE PLAN A B C D 225 ERIBRIW00D CIRCLE 518.581.3893 FILE NAME SITE s ____�tPT1[C CTTE--PLAN SCALE 1 20'-0" D—BOX NO. SUBMITTAL / REVISION APPD. DATE C11 z DATE SEPTEMBER 2017 L1 BEGIN (y A ISSUED FOR REVIEW/APPROVAL RKR s/e/17 L1 END PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS $ REVISION A o W AND AS PURPORTED BY PROPERTY MANAGER. d 0 !!e w o a L3 BEGIN THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST A� 95 SHEET CL a L3 END NOT BE CONSTRUED AS SUCH. OF13 SI0� C-001 1 OF 2 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 _ 6' _ SPACING OF SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - TYP. 6 BURIAL DEPTH WILL VARY AND ABSORPTION INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN MIN. EXCEED 24". INSTALL LATERAL HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO _ TRENCHES = 6 O.C. GRAVELLESSGUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. �-NATIVE END VENT >3 DEEP. CHAMBER EARTH SP 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN BACKFILL III= PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. i1 -1N� _ III=1 -( - - - -�—II ,. 771 i—III PROPOSED GRADE 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND I-III—III=11' =III=11111=III=III—III-=�2 CHAMBER ' —il'- ONE CHAMBER IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S 11-1 I_lil— 1=1�i-1�= SLOPE TO DRAIN. _ LONGITUDINAL SECTION REQUIREMENTS. HEIGHT z SEED AND MULCH. -2 4 REGULATIONS,ONS,( NYSDOH ST COMPLY WITH Nl SDOT)TPERMITTINGNREQUIREMENTS ARE DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER. EXCAVATION. DEBRIS, RAKE FLOOR & WALLS. - - ¢ 95 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. GROUND WATER, BEDROCK OR - No VEHICLES ALLOWED ON TREATMENT FIELD. IMPERMEABLE STRATA 6. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75-A(FEB 3, 2010); A 25% DEC 0 8 2017 REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF ".J 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ADS HANCOR ARC 24 CHAMBER MODELr. DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. TOWN OF QUEENSBURY GRAVELLESS CHAMBER TRENCH TREATMENT SECTION COI�MU�aE ,'. ,,E1.0PMENT 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. FROM SEPTIC TANK F-T-1---------- , 1 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH 4" DIA. SOLID PVC I I I I i 1 '-I- I 1 A RISER OR EQUAL INLET II T IOUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH 1 I/I I ITO TIC. N UM DISCHARGE ALLOWED. LEAKING FIXTURES WILL CAUSE FAILURE OF SEPTIC SYSTEM. INLET OUTLET PROVIDE EFFLUENT FILTER. SEE 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" PRECAST professional engineer, to alter any item in any way. CONCRETE BAFFLE �yBACKKFIp�LLRWTHp�CpL,EEAANN 1NISHED GRADE OR EQUAL ®APPLE IN INCH�LIFTS A*TAMPED EFFLUENT FILTER--I / �� SOIL, SEED & MULCH REMOVABLE COVER COVER-��rm', WATERPROOF SEAL 12" MINiiiz a 9 �-POLY RISER 1�y"LET INVERT INLET i 11EDT INVERT NEW YORK STATE OEf'ilRTP�ENT OF HEALTH U ( I OUTLET f m Glens Fails District Office INLET - ��` CAULKED ��CAULKED OUTLETlo JOINT z / JOINT Refer to first sheet for approved date and signature. III SANITARY TEE SANITARY b 3 111 L c �� / EFFLUENT FILTERWl e MIN. TEE loI ULKHEAD-� o3" MIN 12" MIN CLEAN SAND, PEA c _ it I° a ri it Iii IL GRAVEL OR AGGREGATE (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 1. MINIMUM TANK CAPACITY AS FOLLOWS: MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER 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 HAOR LESS FOR OPTIMAL PERFORMANCE; PROJECT: FOREST PARK BRIWOOD CIRCLE 27 S.F. SURFACE AREA. 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 - LOT #51 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. FAI LU RE C OU LD 0 C C U R . 183 PITCHER ROAD, QUENSBURY, 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. DRANANG TITLE: DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, if Ill SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE 1/4" PER FOOT. `S� g , RKENGINEERING, PLLC DETAILS AND CONSTRUCTED OF 4" PVC SCH. 40 OR SDR21Q' 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' t 518.581.3893 FILE NAME DETAILS 5. USE DOUBLE SIDED STICKING RUBBER BUM FOR SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOL ,a SCALE AS NOTED DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. 1 No. SUBMITTAL / REVISION APP'D. DATE C11a NEW CONCRETE �� Q ' �� DATE SEPTEMBER 2017 � A ISSUED FOR REVIEW/APPROVAL RKR I REVISION A DISTRIBUTION BOX NEW 1250 GAL CONCRETE SEPTIC TANK dA o 9soa v SHEET 00 SCALE: NONE SCALE: NONE �OFES5Io�P C-100 2 OF 2 GENERAL NOTES: DESIGN INFORMATION 1. SEE NOTE SHEET. CALL ENGINEER TO DEEM FLOW ED� RD LENGTH OF INFORMATION: CLARIFY ANY DESIGN LAYOUT DETAILS 111mmelIS. GAL/DAY am 1 ZU6 TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. DWELLING 2.USE DIMENSIONS GIVEN: DO NOT i �.DWELLING SUPPLIED WITH MUNICIPAL WATER. .•. '�,'°'°. .7 "'""'" 4 440 GAL/DAY 1-5 MPI 184'-25%*=138' SCALE DRAWINGS :... NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' NORTH 3.ALL PERMITTING/VARIANCES TO BE 1}, + OF TREATMENT AREA OBTAINED BY CONTRACTOR AND/OR PROPOSED INSTALLATION: PROPERTY OWNER : TRENCH SYSTEM WITH ADS RANCOR ARC 24 CHAMBERS TOTAL NUMBER OF LATERALS = 3X i g LENGTH OF EACH LATERAL = 50'-0" LOCATM TOTAL LENGTH OF LATERALS = 150' "+` Ix THIS DRAWING IS PART OF 71C SYSTEM REPLACEMENT 7 ON BRIWOOD CIRCLE. THE • PER NYSDOH APP. 75-A(FES 3, 2010): A 25X REDUCTION IN e w��e e��e e -. *�- TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS i••sells••e�w e e e e_wee_�e e e_-•e ONE DE FAILED C SYSTEM COMBINES THESE LOTS INTO � � ONE DEEP SEPTIC TANK AND PRESUMED ORYWEIIS (UNKNOWN WITH 1.6SF/PT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN / LOCATION). PROJECT LOCATION PLAN SIDEWALLS. TABLE 6C OF NY5DOH *GREEN' HANDBOOK. PROPERTY LINE SHED / / NOT TO SCALE $QLS INFORMATION: APPROXIMATE TP = DEEP LOCATION OF PT= PERCOLATION TEST(LOCATIONS, SEE PLAN) it is a violation of NYS education law for any person, DDEEPTESTCIT POWER UNE EXISTING DEEP SEPTIC TANK/SYSTEM SERVICING / //// union he is acting under the direction of a licensed TEST PERFORMED ON 05--08-17 WITH STONE INDUSTRIES AND NYSDOIN. LOTS 51-57 TO BE PUMPED, COMPACTED AND AS BUILT profeesiond engineer, to " any item in any way. FILLED IN PLACE, NO VOIDS TO REMAIN. W-11" DARK SANDY TOPSOIL. 11'-28" REDDISH BROWN SAND. 28.-71' GRAY COURSE SAND / / LOT INFORMAI QIJL NO GROUNDWATER OR MOTTLING NOTED SIMILAR SOIL CONDITIONS FOR ENTIRE MOBILE HOME PARK / o / EXISTING 4 / / TAX MAP #: 308.14-1 -52 / o z / / LOT #51 BEDROOM / / W J j j DWELLING / / / TOWN OF QUEENSBURY PT /1 STABILIZED PERCOLATION RATE 1:05 MPI / M / L 0 T SIZE: 48.9 ACRES PT i2 STABILIZED PERCOLATION RATE 1:10 MPI \- / / //////////////////////� 6OLID 4"0 % APPROVAL STAMP / NOTES DECK SCH40 AT j j INSTALLER TO LOCATE ALL UNDERGROUND Lo j ( PER FOOT, / / UTILITIES PRIOR TO CONSTRUCTION. o / L1 / / dus- Q ' / / T / 1 1 i III 7 I JUN 11 , 2018 a s I . N 50 NEW 12GALLON CONCRETE I m TANK WITH FILTER.SEE DETAILS. ' ,,gg PARKING 3 LATERALS �T 50' EACH. ADS HANCOR I ARC 24 CHAMBERS. SEE DETAILS. I LOCATE SERVICE SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER PARKING — LINE PRO,ECT: FOREST PARK - BRIWOOD CIRCLE . ---- — — ACTUAL SEPTIC COMPONENT LAYOUT LOT #51 LOCATE WATER LINE AND MAY VARY DUE TO BURIED UTILITIES. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) MAINTAIN 10' HORIZONTAL DRAWING TITLE: AS—BUILT TIE—IN DIMENSIONS (FT) SEPARATION TO SEPTIC, TYP. ���FKwO RKENGINEERING, PLLC SITE PLAN A B C D BRIWOOD CIRCLE �� �� �1 225 518.58 .893 RD.,SARATOGA SPRINGS,NY ,�, FILE NAME SITE GEFMC IC—-SITE TLS N r r��y SCALE 1' = 20'-0' D—BOX 9 28 N0. SUBMITTAL / REVISION 4PP'D. DATE DATE SEPTEMBER 2017 L1 BEGIN 56 19 A ISSUED FOR REVIEW/APPROVAL RKR 9/8/17 PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS ' REVISION 1 o L1 END 7 36 AND AS PURPORTED BY PROPERTY MANAGER. �d Q� 1 RECORD DRAWING RKR 3/30/18 L3 BEGIN 10 28 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST .o �795f 1+ �IEEET a m L3 END 60 41 NOT BE CONSTRUED AS SUCH. �OFBSSIO�P C-001 1 2� PROJECT NOTES: MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75—A. 6' SEED AND COVER WITH STRAW. DUE TO GRADE CHANGE SPACING OF SEE NYSDOH'S 'APPENDIX 75—A, WASTEWATER TREATMENT STANDARDS — TYP = 6" BURIAL DEPTH WILL VARY AND ABSORPTION INDIVIDUAL HOUSEHOLD SYSTEMS-& 'NYSDOH - (GREEN) DESIGN MIN. EXCEED 24". INSTALL LATERAL , HANDBOOK' FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO TRENCHES = 6 O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. GRAVELLESS i-�-NATIVE END VENT >3' DEEP. EARTH � 5' 2 INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN CHAMBER PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. BACKFILL 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND PROPOSED GRADE, IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S HEIGHT LONGITUDINAL SECTION I I 2" CHAMBER � I SLOPE TO DRAIN. ONE CHAMBER REQUIREMENTS. Z SEED AND MULCH. �_2, 1 4. ALL WORK MUST COMPLY WITH LOCAL. STATE & FEDERAL SAFETY 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 FlEIA. NO VEHICLES ALLOWED ON TREATMENT FIELD. GROUND WATER, BEDROCK OR IMPERMEABLE STRATA 8. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75—A(FEB 3, 2010); A 25x REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO GRAVELLESS CHAMER BS WITH 1.8SF/FT 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 TREATMENT SECTION 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. FROM SEPTIC TANK �--Ti---------- 24' DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK. (POLY—LOK PL-122) WITH 4' DIA SOLID PVC I I I 11 A RISER OR EQUAL �f r1 J L�D OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL L—L1--------_ i I CAUSE FAILURE OF SEPTIC SYSTEM. INLET OUTLET � PROVIDE EFFLUENT FILTER. SEE NOTES. APPROVAL STAMP / NOTES j INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-122) It is a violation of NYS education law for any person. 1-1 2' PRECAST LOCKABLE COVER. TYP unless he Is acting under the direction of a licensed professional engineer, to alter any item In any way. CD�CRE�BAFFLE BAFFLE q� gBAACKFILL WIT HpCCLLEAAN iSHED GRADE REMOVABLE COVER IN 8 INCFI U�TAMPED EFFLUENT FILTER— SOIL, SEED ik MULCH Y.WATERPROOF SEAL 12 MIN i i i i i i i i i i i C I —POLY RISER lam Z"ABONE j U INLET OUTLET N%SffT OUTLET CAULKED—// t INLET b� /--CAULKED — JOINT JOINT OUTLET SANITARY b" LEVET I SANITARY TEE W/ 2' MIN. TEE t 'MIN IT FILTER 3' • �•�/,--- MIN 12' MIN. —iio �°roo°roaro IIEIg4T 34"'3� °��°�3,_—8 "LEAN SAND. PEA o 8 — _� GRAVEL OR AGGREGATE 7irJirm=�-u 8�i8u 8n' ur (3/4' — 1 1/2) e IF DESIGNED TO USE EXISTING SEPTIC TANK,PUMP aOUT AND INSPECT EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER FORE(�U[� TANK CAPACITY AS FOLL.OWS- OUT AND INSPECTEDOKL 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. 1 MND FORM 3 BEDROOMS OR LESS TANK SHALL BE 1.000 GALLONS. WITH OR LESS FOR OPTIMALE PERFORMANCE; T FST PARK BR 1 WOOD CIRCLE 27 S.F. SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL 2. SPA 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 LOT #51 REGULARLY. OTHERWISE PREMATURE 3 SEPTIC TANK TO D—BOX: 4' PVC OR SDR21. LIQUID — F AOR CE�ADDITIONAL GALLONS & 7 S F. 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 GALLONS TO TANK SIZE FOR EACH. ORAMANG TITLE: 4. THE SLOPE OF OUTLET PIPES 8EIWEEW THE DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4' PVC SCH. 40 PIPE. LIQUID TIGHT JOINTS, pF NEW SHOULD BE SLOPED AT LEAST 1/32' PER FOOT MIN. SLOPE 1/4' PER FOOT. K . O RKENGINEERING, PLLC DETAILS AND CONSTRUCTED OF 4' PVC SCH. 40 OR SDR21 3 SEPTIC TANK TO D-80X OR PUMP TANK: 4' PVC SCH. 40 PIPE OR Gj� Q'� f 518.587 225 893S RD.,SARATOGA SPRINGS,NY WITH LIQUID TIGHT JOINTS FILE NAME DETAILS SDR21. LIQUID TIGHT JOINTS. MIN. SLOPE i/8' PER FOOT. NOTED5. USE DOUBLE SIDED STICKING RUBBER BUM FOR SCALE AS DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIOUNES. NO. SUBMITTAL / REVISION APP'D. DATE DATE SEPTEMBER 2017 46 NEW CONCRETEr o A ISSUED FOR REVIEW/APPROVAL RKR 9/8/17 REVI DISTRIBUTION BOX NEW 1250 GAL CONCRETE SEPTIC TANK �d 4,�' t RECORD DRAWING RKR s/aa/te �� ' W3 A 0 9 5 y SHEET a a SCALE: NONE SCALE: NONE �0pESS1( C-100 2 2