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SEP-000367-2017 TOWN OF QUEENSBURY 'I 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000367-2017 Date Issued: Thursday, December 21, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000367-2017 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 1 &3 Briwood Circle By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the r— j /J property owner of the responsibility for compliance with Site Plan, v 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 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000367-2017 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 Builder's Name/Address Electrical Inspection Agency Stone Installations 4305 Route 50 Saratoga Springs,NY 12866 I'lans&Specifications Residential Septic Alteration I &3 Briwood Circle $40.00 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 befojtheiration date)Dated at the Town Queen /J Th r June 29,2017 SIGNED BY: Q for the Town of Queensbury. Director of Building&Code Enforcement p GEOVE SEPTIC DISPOSAL PERMITIAT�(Q�N ce I r H f6LiK •1 � 742 Bay Road,Queensbury,NY 12801' 28 JUN 2 6 P:518-761-8256 www. ueensbu et Permi #. Z yZ-0 12 ,LL TOWN OF QU E SBURY Tax Map ID#: 3v+� �T' Z' r RI III nI G&Mr gFee. . Do Invoice#-. HRZ: Project Location:143 1� mOodli OY e., I'ol'ES+' Qak Septic Variance? Yes No Primary Owner(s) rbresf krk Mailing Address lb Afther 9 Phone & Email (9� 5 Installer/Builder Mailing Address "MV (a Phone & Email .ipLlZ Engineer Mailing Address 2 �e Phone& Email Contact Person for Building&Code Compliance: fta1 CGAY)Y\OYA Phone: g '717 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 Spa or Hot Tub Yes No /- /-/-Q Installed? (circle one) 1992-Present lfJ(9 PARCEL INFORMATION: Topography Flat Rolling _Steep Slope _%Slope Soil Nature Sad _Loam _Clay _Other Groundwater At what depth? Bedrock/Impervious material At hat depth? NIA Domestic Water Supply Municipal _Well(if well, water supply from any septic system absorption is_ft.) Percolation Test Rate: 1: 10 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size J 0 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 O ft.; Each Trench 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: DATE: SIGNATURE: DATE: b ? 7 Town of Queensbury Bull g&CodeEnf ent Revised February 2017 GENERAL NOTES: DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO /BEDRAIS DESIGN FLOW DESIGN PERC, REO'D LENGTH OF PT - PERCOLATION TEST (LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL CLARIFY ANY DESIGN LAYOUT DETAILS. 'RAMDTP = DEEP TEST PIT TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT T I 6 660 GAL/DAY 1-5 MPI 275'-257.*=206' SCALE DRAWINGS. Ult. #I IbLL SHE PI-7171 EMA110N) 0'-11" DARK SANDY TOPSOIL.ROOTS NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3,ALL PERMITTING/VARIANCES TO BE OF TREATMENT AREA. OBTAINED BY CONTRACTOR AND/OR 11"-28" REDDISH BROWN SAND. - PROPOSED INSTALLATION: 26•-711" GRAY COURSE SAND4 PROPERTY OWNER. TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED _ , �1.� I THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT t t1 !f TOTAL NUMBER OF LATERALS 4 PROJECT FOR LOTS #1 THRU f19 ON BRIWOOO CIRCLE. THE � j : I LENGTH OF EACH LATERAL = 55'-0" ONE 10+ DEEP SEPTIC TANbasTiNG FAILED SEPTIC SYSTEM COMBINES THESE 9 LOTS INTO - r (UNKNOWN LOCATION). r :, ' j T `" E;) TOTAL LENGTH OF LATERALS = 220 NORTH I f PT ,1 STABWZED PERCOLATION RATE: 1:05 MPI • � .. ti STABILJZED PERCOLATION RATE: 1:10 MPI • i ,/ I `' c ✓ / • PER NYSDOH APP. 75=A(FEB 3, 2010); A 257E REDUCTION IN ' ; ` i ! n _ TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS I > JUN Z. is 201' �s 6�-n n PLAN WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5-GAL/FT de OPEN PROPERTY LINE PROJECT LOCATI® PL�11V LOCATE WATER LINE AND �� W I SIbEWALLS.TABLE §C OF NYSDOH *GREEN" HANDBOOK. � , � �, �` ''� =-' OT$TO SCALE MAINTAIN 10 HORIZONTAL O � WN OFi,aET�J4 '.. N SEPARATION TO SEPTIC, TYP. I BUILDING&'CODES APPROXIMATE — o LOCATION OF I U) Is a violation of NYS education law for any per>�on, POWER LINE I 1 noftsstonci engineer, ntorathe dal„ecitem to onlice�Qed Y Y Y l ° �' F- COPY PARKING3 EXISTING 3 LOT # BEDROOM ° LOT INFORMATION: SOLID 4"0 SCH40 AT ® 0 �j DWELLING ER FOOT, TYP. O TAX MAP #: 308.14-1 -52 TOWN OF QUEENSBURY CJS 4 LATERALS AT 55' EACH. L1 A i LOT SIZE: 48.9 ACRES ® ADS HANCOR ARC 24 CHAMBERS. GALLON CONCRETE NEW 1006 TANK WITH FILTER.SEE DETAILS. ' SEE DETAILS. 51'77 APPROVAL STAMP / NOTES ® s' —WYE ! INSTALLER TO LOCATE ALL UNDERCROUND UTILITIES PRIOR TO CONSTRUCTION. / —1O'MIN. L4 D—BOX O APPROVED / PARKING NEW 1000 GALLON CONCRETE For Sewage Disposal TANK WITH FILTE SEE DETAI S. NEW YORK STATE DEPARTMENT OF HEALTH T0 N •U,..� ,,. P.E. ACTUAL SEPTIC COMPONENT\LAYOUT K"I DING MAY VARY DUE TO BURIED UTILITIES. u ® — TIN �1 �-• • Date d°° 0 0 LOT #1 svopoOM Rcz;vi---wed �;� . ppWELLING Dae: ©ODoo©o°� -- 303"14-1-52 SEP-000367-2017 °�°°�'°°`�°° • ° °°c,©°�©° SEPTIC- PLOT PLAN � SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER Forest Park MHC LLC FOREST PARK — BRIWOOD CIRCLE I HAVE�'�' •Q RUED ALL OBJECTS PROJECT: 1 & 3 BriWood Circle SUCH AS HOUSES, NrLL��L �NG ,ETc LOTS #1 & #3 Residential Septic Alteration SHO ' THIS MENT.I HAVE PERSONAL°L1 '°° ,°°j MEAS RE HE DI C SET FORTH ON THIS IAG�. I—7 i 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) / i SI NATUR DATE DRAWING TITLE: AS-BUILT TIE—IN DIMENSIONS FT 4��OF NEtiyy K o REENGINEERING, PL�LSITE PLAN A B C D 225 RUGGLES RD.,SARATOGA SPRINGS,NY Gj �' 518.581.3893 FILE NAME SITE SEPTIC SITE PLAN '� w SCALE 1- = 20'-0' D=BOX 10 w NO. SUBMITTAL /REVISION APP'D. DATE DATE MAY 2017 L1 BEGIN PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS A ISSUED FOR REVIEW/APPROVAL RKR 5/8/17 L1 END AND AS PURPORTED BY PROPERTY MANAGER. �� r REVISION A a THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST dQr L4 BEGIN NOT BE CONSTRUED AS SUCH. A X95011 y SHEET o m �d�ESSIO�� C-001 1 OF a_ a. L4 END 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 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 LATERALGUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. END VENT >3' DEEP. TRENCHES = 6 O.G. GRAVELLESS NATIVE , 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN CHAMBER EARTH PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. BACKFILL _ I'- I��c I 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND II. II-Ij-1 II� IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S I IHIi I' JI LI II�111�I—�I w_=12" CHAMBER d TIS"- _ — I—II -III�II '-1Ir �'- REQUIREMENTS. — ONE CHAMBER HEIGHT z PROPOSED 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 THE RESPONSIBILITY OF THE OWNER. DO NOT SMEAR SOILS DURING N INSTALL LEVEL. REMOVE 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� 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO GRAVELLESS CHAMBERS WITH 1.6SF/FTOOFDBOTTOM SAREA REDUCTION IN TRENCH LENGTHE OF ADS HANCOR ARC 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. GRAVELLESS �+ /� -gyp p� u �p p-ry� -{ �ry p� GRAVELLESS CHAMBER_-_I RENCH_-T-TREATMENT 1- SEC 100 8. UV TRE fME RECOMMENDATION: DOWNSLOPE OR ND-AND SHALLOW WELLS SHOULD HAVE UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. FROM SEPTIC TANK r-r-r 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH 4" DIA. SOLID PVC I I I I I A RISER OR EQUAL f f '"`� ~ OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL I I i I I CAUSE FAILURE OF SEPTIC SYSTEM. L-L1--------- INLET OUTLET PROVIDE EFFLUENT FILTER. SEE NOTES. APPROVAL STAMP / NOTES INSTALL' RISER & EFFLUENT FILTER (POLYLOK PL-122) u is a violation of NYS education law for any person, unless hee Is acting under the direction of a licensed LOCKABLE COVER, TYP professional engineer, to alter any item in any way. 1-1/2" PRECAST. CO�NCRE R EQUAL BAFFLE ON-S TE K�Fp17L�LRIHpA1LT1pCpLECAEpN NISHED GRADE s REMOVABLE COVER IN 8 INCH LIFTS ANO TAMPED EFFLUENT FILTER TOP SOIL, SEED & MULCH WATERPROOF SEAL a POLY RISER INLET INVERT LVEIiINLET 2' ABOVE INVERT VERT ounEr NEIN YORK STATE DEPARTMENT OF HEALTH INLET III ILII CAULK m CAULKED Glens Falls DIStfICt Office JOINT =_ JOINT Refer to first sheet for approved date and signature. _ OUTLET 7-1 SANITARY TEE W/ j �'i IIIiI SANITARY oo_ EFFLUENT FILTER III', dill2' MIN. TEE I ULKHEAD 3" MIN oX 12" MIN. _� ```y `O°`' -CLEAN SAND PEA `_ =�Ai� GRAVEL OR AGGREGATE ' 11TiiiS_ilTi.Tiii �i=u: (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 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: FOREST P17RK BRIWOOD CIRCLE 27 S.F. SURFACE AREA. OR LESS FOR OPTIMAL PERFORMANCE; 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 #1 & #3 OUTLET PIPES. SURFACE AREA B E 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 LURE COU LD 0 CCU R. 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. DRAWING TITLE: 4. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4' PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, �OFWp RKEMSOMEEROM29 ��� 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 SOR21 +. 518.581.3893 18 58.8935 RD.,SARATOGA SPRINGS,NY FILE NAME DETAILS 3. SEPTIC TANK TO D-BOX OR PUMP TANK: 4' PVC SCH. 40 PIPE OR Gj �' WITH LIQUID TIGHT JOINTS. SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8' PER FOOT. 5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR SCALE AS NOTED DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. No. SUBMITTAL / REVISION APP'D. DATE DATE MAY 2017 " I NEW CONCRETE FOR EACH MOBILE HOME UNIT PROVIDE N f t� A ISSUED FOR REVIEW/APPROVAL RKR s/a/n REVISION A F_ o DISTRIBUTION BOX NEW 1000 GAL CONCRETE SEPTIC TANK CdA o74 13 ti$ 11 VSHEETo0 SCALE: NONE SCALE: NONE �FESSI0C-100 a_ a GERERAL GN INFORMATION SOILS INFORMATION: SITE INFORMATION: 1. SEE NO NS 1E DESIGN CLL . . LAZE81. TE 11_ ALL ENGINEER TO (DESIGN FLOW C?ESIC RC REO'D LENG6TH I'T PERCOLATION COLATION TEST(LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. CLARIFY ANY DESIGN LAYOUT DETAILS. GAL�., = EP TEST PIT "TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. DWELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS GIVEN: DO NOT / 1 6 660 GAL. DAY 1-5 MPI 275'-2590*=206 G SCALE DRAWINGS. �rI ` ( u U =11" DARKANDY TOPSOIL.ROOTS NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' { 11"-28" REDDISH BROWN SAND. OF TREATMENT AREA, ACTOR AN R �... ...,, .. ,PROPOSED, INSTALLATION: . . ..,� 3 ALL PERMITTING/VARIANCES TO BE ,z 28"-71" GRAY COURSE SAND ®. .......„. / 1 OBTAINED BY CONTRACTOR D 0 TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED PROPERTY OWNER. THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT TOTAL NUMBER OF LATERALS = 4 PROJECT FOR LOTS #1 THRU #19 ON BRIWOOD CIRCLE. THE j EXISTING FAILED SEPTIC SYSTEM COMBINES THESE 9 LOTS INTO LENGTH OF EACH LATERAL = 55'-0" ONE 10'+ DEEP SEPTIC TANK AND PRESUMED DRYWELLS PROOCT -TOTAL LENGTH OF LATERALS = 220' PT `srAeluzEo PERCOLATION RATE: 1:Ga laPl (UNKNOWN LOCATION). NORTH - ` m . ..,. P'f #2 STABILIZED PERCOLATION RATE: 1:10 MPI * PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITTY USE OF GRAVELLESS CHAMBERS WITH 1.65E/FT OF BOTTOM AREA 8s VOLUME OF 7.5GAL/FT & OPEN LOCATE E WA I ER LINE AND I PROPERTY LINE PROJECT — w V LOCATION PLAN SIDEWALLS. TABLE 6C OF NYSDOH "GREEN" HANDBOOK. � SCALE TO NOT MAINTAIN 10' HORIZONTAL - � E , SEPARATION TO SEPTIC, TYP. APPROXIMATE 1 LOCATION OF Cn It is a violation of NYS education low for any person, POWER LINE unless he is acting under the direction of a licensed I ® professional engineer, to alter any item in any way. rLOT PARKING EXISTING 3 , #3 BEDROOM : @ LOT INFORMATION: DWELLING SOLID 4"0- SCH40 AT 1 C�,. l �1 (J ICER FOOT, ,TYP. TAX MAP #: 30i.1 4-1 -J2 ��- / i :_TOW_ N OF QUEENSBURY tANEW 1000 GALLON CONCRETEES_ TANK WIT F L E DET IADS RANCOR ARC 24 CHAMBERS4 LATERALS AT 55 EACH. LOT H I TERSE ALS. E �� g A�RSEE DETAILS. APPROVAL STAMP / NOTES cJrJ 6INSTALLER TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 10'MIN. ' L4 D—B % ( E C E 0 fid, . PARKING /1 —--NEW 1000 GALLON CONCRETE ` t„ IJ TANK WITH FILTE SEE DETAILS.- C 17 _ ACTUAL SEPTIC COMPONENT LAYOUT -- _ ' �� Fe °"� =,�� ;i;' TOWN OF QUEENSBURY 3 BUILDING CODE ®� MAY 'VARY DUE TO BURIED UTILITIES. - — EXISTING ODE +. „mft.• LOT #1 BEDROOM ®. ,* +. DWELLING +' SEPTIC REPLACEMENT DESIGN / GRAVELLESS' CHAMBER ommom®� yloft � .. . . FORES PARK . IRI CIRCLE . JECf� �� WOOD C... , • LOTS #1 & #3 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) AS—BUILT TIE—IN DIMENSIONS F F DRAwnNG iTTLE T) r A B C D 225 RUGGLES RD.,SARATOGA SPRINGS;NY SEP11C SITE ' � � �'.K /��\ � 5R Eff(ENGINEERING, 18.583P'1.LiC= SITE• �"\ �, _ FILE NAME p LA _ � PLAN NO. SWNITTAL / FEVIS .. - � SCALE 1" = 2O' L1 BEGINS 7.3 1 14.5 PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GISd„ DATE MAY 2017 LJ IkAND AS PURPORTED BY PROPERTY MANAGER. U, £x E$aR � {y A ISSUED FOR REVIEW/APPRbVAL RKR 5/e/17 :.; r L1 END B1, 63 �� `�� REVISION 1 NOT BE CONSTRUED AS SUCH. A �795� N f SH o THIS DRAWING DOES NOT REPRESENT A LANA SURVEY AND MUST 1 RECORD DRAWING RKR 9/8/17 - 4 B ND 15 1 7.5 , EET ; a 65 61 5 \` FEsstfl t GF L4 E , 1 ._ �... _.0. ......_.... .............— _............. ..... PROJECT NOTES: MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. SEED AND COVER WITH STRAW : SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS . DUE TO GRADE'' CHANGE 6' _ ABSORPTION SPACING OF INDIVIDUAL HOUSEHOLD SYSTEMS"& "NYSDOH - (GREEN) DESIGN TVP. = 6 BURIAL DEPTH 'WILL VARY AND HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO MIN. EXCEED 24", INSTALL LATERALTRENCHES = 6 O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. END VENT >3' DEEP. GRAVELLESS —NATIVE 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN CHAMBER EARTH _ 5 c PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. BACKFILL - i_ —III- I=III- I=111- 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND _III- ,-III—II III—I =III=1 IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S I1=1I1=1I1=1 1=12 CH AM BERN —III_I I– _,I_I I_II REQUIREMENTS. Iii—III II-1 1=1i1=' 1=ii1=1i= — ONE CHAMBER HEIGHT z PROPOSED 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 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. j 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% 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA ADS RANCOR ARC 24 CHAMBER MODEL & VOLUME OF 7.5GAL/FT & OPEN SIDEWALLS. /� �/� ® p �y -gyp p ry-' ^�y 8. RECOMMENDATION: DOWNSLOPE OR SHALLOW WELLS SHOULD HAVE GRAVELLESS CHAMBER TRENCH TREATMENT EN 1 SEC 11ON � UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. FROM SEPTIC TANK f—T1-----------� 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LOK PL-122) WITH 4" DIA. SOLID PVC I I I j j I A RISER OR EQUAL INLET E II ,� / OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH, 1 -1-1 I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL I I I I i E OF SEPTIC SYSTEM. L--1-1---------- I 1 INLET OUTLET �PROVIDEEFFLUENT SEE NOTES. APPROVAL STAMP / NOTES W,. . + u is a violation of NYS education 16w for any parson, INSTALL RISER & EFFLUENT FILTER (POLYLOK PL- 122) LOCKABLE COVER, TYP i unless he is acting under the direction of a licensed PRECAST professional engineer, to alter any item in any way. CONCRETE BAFFLE BACKFILL WITH CLEAN �FT OR EQUAL BAFFLE ON-SITE �p1ERI PLACED NISHED GRADE REMOVABLE COVER �A IN 8 INCH LIFTS AND TAMPED EFFLUENT FILTER TOP SOIL, SEED & MULCH COVER I WATERPROOF SEAL <'\% :,\ •,,,. ,/\:,/ . -" \/ x 12" MIN POLY RISER \i\ INLET INVERT / e p 2" ABOVE III II N v INLET ) - _�OUTLET INVERT r- OUTLET INLET CAULKED--J t �� / JOINT JOINT / -? ; OUTLET �,� qu¢ c SANITARY TEE W/ SANITARY o o �� / EFFLUENT FILTER ni 2" MIN. TEE / I uucHEAo Y/ r o.`x A a`c / r / 3" MIN 12" MINI = ,o�' ---,,----CLEAN SAND, PEA / GRAVEL OR AGGREGATE =IT-uI=IiI=!i!=Iii=ll-n, ii-in=11t . )(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 SEPTIC REPLACEMENT DESIGN GRAVELLESS CHAMBER ' 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. FOR 3 BEDROOMS OR LESS TANK SHALL MAINTAINED. TANKS SHALL BE PUMPED T D T 1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND INSPECTED EVERY 2 YEARS FOREST pARK RIiTT11111®� ( 11\( 1.� - L BE 1,000 GALLONS, WITH OR LESS FOR OPTIMAL PERFORMANCE; _PROJECT: 1' i`l. 1 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 # & #3 OUTLET PIPES. SURFACE AREA - 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 GALLONS TO TANK SIZE FOR EACH. _.,.......,.., „ . . 4. THE SLOPE OF OUTLET PIPES BETWEEN THE M AV DRAWING TITLE: DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, ®Fw \ AND OF 4" Gy _\ �� 225 RUGGLES RD.,SARATOGA SPRINGS,NY WITH LIQUID TIGHT OINTSEPVC SCH?"40 OR SDR21 3. SEPITCSHOULD BE SLOPED AT LAST 1/3PER FOOT MIN. LOANK TO DEBOX OR PUMP TANK: 4" PVC SCR. 40 PIPE OR �4'� K � `ttt\��� SEjB.5st�38�93� ' PLC_ FILE NAME"DETAILS DETAILS ) _... LIQUID. . ..�C. SLOPE / " FOOT. 5 DOUBLEUSE EO STICKING RUBBER BUTYL FOR t` h / SCALE I _ AS NOTED 1O TED DOSED SYSTEMS, 4. SEPTIC TANK TOONSTR TED PER NYSDOHGUIDLINES. No. sUDMITTAL / REVISION DATE DATE MAY 2017 V A ISSUED FOR REVEW/APPROVAL s/e t�EW C® ORM IL UNIPROYIDEREVISION DISTRIBUTION OX NEW 1000 A CONCRETE SEPTIC t RECORD DRAWNG RKR 9/8/17,95 SHEET SCALE: NONE0 2 . ofiSCALE: i e