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SEP-000759-2017 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-000759-2017 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 Tyne 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 53 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 ofeensb NAlm ec ,2017 SIGNED BY: /vf for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERIVIff D 0 fi e Only DATE y DEC 0 8 201 R c e TAX MAP ID _ WN OF QUEEN 8 �f/!a ID !�Q ' TY DEVEL �� ( er lit ee LOCATION OF INSTALLATION '��LL xf %i ^ �t Approvals: APPLICANT � (frGs�i �'lki'l CC11 PHONE/E-MAIL a l t ADDRESS ='f t�S' t�'r� k a 1 r"C}axe iwp--i. ' INSTALLER/BUILDER: `J ^12' i'SS hiL i-, t a�i—( F PHONE/E-MAIL(I S)51 ADDRESS: �j ELL [ MHO, f OWNER -J H�t* PHONE/E-MAIL Address 7C,: � 3 ' �C Mrd': CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: hl o-i l,� a Fl PHONE RESIDENCE INFORMATION i Y c;:r Eu;,!, tf of bedroom^> X Gallons pvr L .',i rOcm, ';tal Dail; 1980 or older Garbage grinder installed Y ✓ N 1981-1991 Spa or Hot Tub installed Y I N 1992-Present 1/ 0 PARCEL INFORMATION Topography Flat rolling Steep slope —%slope Soil Nature V1 Sand Loam Clay Other Groundwater At what depth? N Bedrock/Impervious Material At what depth? hl i 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 /1000-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_ 140 ft.; Each trench x Db 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 all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: 't°, t vm i`t Date: ia--7 -1 `-7 Signature: % Uva,,A Date: U- 7 Town of Queensbury Building&Codes Septic Disposal Permit July 2014 SIGN a INFO MNERAL N91Es: MATT � .� ... . . ,.�. „w,.�.,,�..� ..._. ,..SI.�,,..�.�.,.�..�,..�..�.Y.........W�,.�.�....�....�,.Wv ;ate G R INFORMATION: 1. TE SHEET. CALL ENGINEER To I SEE NO INFORMATION: CLARIFY ANY DESIGN LAYOUT DETAILS. mow D PeROaN too LENciH SOILS E - ;TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. �€B TION NG SUPPLIED WITH MUNICIPAL WATER ..,..... ., PT= PERCOLATION TEST(LOCATIONS. SEE ) DTP DEEP TEST PIT TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH.'_ DWEILI 2.USE DIMENSIONS GIVEN: DO NOT 3 8'-25%*=103 SCALE DRAWINGS ' 4 GAL/DAY 1-5 MPI f3 330 G ? 0"-11" 111 "DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3• R *.c� 11"-28 REDDISH BROWN SAND. OF TREATMENT AREA. .,� ... r a en PROPOSED INSTALLATION: " "` i PROP AC A y 3 28--71- GRAY COURSE SAND _s__,... ... ERT` OWN -L�M kw , N ARIAN S TO BE OBTAINED BY CONT12 TOR ND/OR h� ----- --- - OWNER. TRENCH-SYSTEM-NATti-t S-f(ANCi1l2 ARC O�RAMBERS- ------- NO GROUNDWATER OR MOTTLING NOTED �� -- SIMILAR SOIL CONDITIONS THROUGHOUT MOBILE HOME PARK THIS DRAWING IS PART OF A SEP i1C SYSTEM REPLACEMENT TOTAL NUMBER OF LATERALS = 2 PROJECT FOR LOTS #51 THRU #57 ON BRIWOOD CIRCLE. THE `s „ EXISTING FAILED SEPTIC SYSTEM COMBINES THESE LOTS INTO ; � ;LENGTH OF EACH LATERAL = 55' -0 w s DEEP SEPTC TANK AND PRESUMED DRYWELLS (UNKNOWN.� t M, OTAL LENGTH OF LATERALS = 110' PT{�f STABILIZED PERCOLATIONLOCATION). PT STABILIZED RATE 1 05 M Y.- .LL PI _ SHED *1 PER NYSDOH PP 5- FEB 3 2010 A 25%REDUCTION IN / " ■ „ ° ZED PERCOLATION 1 10 MPI ' -- - RATE TRENCH LENGTH IS ALLOWED WITHUSE OF GRAVELLESS CHAMBERS APPROXIMATE NEW 1000 GALLON CONCRETE WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT do OPEN LOCATION OF TANK WITH FILTER.SEE DETAILS. PROJECT LOCATION PLAN SIDEWALLS. TABLE GC OF N SDOH GREEN" HANDBOOK. POWER LINE EXISTING DEEP SEPTIC TANK/SYSTEM SERVICING - LOTS 51--57 TO BE PUMPED, COMPACTED AND NOT T® SCALE -- le FILLED IN PLACE, NO VOIDS TO REMAIN. it is a Aclation of NYS education low for any person, unless he is acting, under the direction 94 n licensed D-3®i{ professional engineer, to atter any item in uny .jay. 0 EXISTING 4 NORTH / oma / / LOT A51 ,.. BEDROOM/ © DWELLING / - —— LOT INFORMATION: `�`� r��111 EXISTING 4 / / �' TAX I�iAI� 3®�<� -5LOT X55 BEDROOM -,; d �' _ . � / �, DWELLING ///%ii// ///i/////// /r% JOWN 0 E �U E E ISI S U I 308.14-1-52 SEP-000759-2017 / j L� ,` L2 / / - BECK LOT SIZE. 48°9 ACRES Forest Park MHC LLC / �e I _ , _ 53 B rlwood Circle /////�//// 5 / LO / APPROVAL STAMP / NOTES New Residential Septic // TOWN OF QU 4 INSTALLER TO LOCATE ALL UNDERGROUND BUILDING & O E UTILITIES PRIOR TO CONSTRUCTIO'rL I � Reviewed B . E (_QE k I % Date' WE DEC 0 8 2017 __-, - -- } t ; TOWN Or Ir EENSSURY NEW`vU Yt� rC STATE CTt E_r hF T v1c NfT Oi I Es At (i I OC�;iVil NI t 0 L PI11 - —. _ PARKING Pr SEPTIC PLOT PLAN Zo TERALS AT 55' ADS ° I HAVE SEEN OR OBSERVED ALL OBJECTS PARKING HANCOR ARC 24 � PARKING Date SUCH AS HOUSES, WELLS,TREES, FENCES, ETC CHAMBERS. SEE DETAILS.— SHOWN ETAILS.—SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY ' '/� _ MEASURED THE DI�.TAN,CE SET FORTH ON THIS DIAGRAM, 1 -- S�- - --- LOCATE R LICE AND - ----- i PUREST ARK DESIGNBRI WOOD CIRCLE` s1 NA E, DATE / MAINTAIN 10' HORIZONTAL LOTS #53 r 3 —, SEPARATION T ION TO SEPTIC, T YP. W0 HEP. ROAD, �31JEENSBUi'Y, NY (TOWN OF OUEENSBUtaR� / 183 PITC ----- `� ® —�—KK���� A C (FT) _ - E PLAN ® 225 RUGGLES RD.,SARATOGA SPRINGS,NY _ FILA NAME SITE, —. AS—BUIL-Ir TIE—IN DIMENSIONS '� - A = 518.581,3893 - E SITE SEP nC SITE. PLAN ®-13®X NO, SUBMITTAL / REVISION APP'D. DATE L1 BEGIN PLOT PLAN INFORMATION OBTAINED FROM; WARREN COUNTY 0l5 _ _ `— DATE SEPTEMBER 2017 A : ISSUED FOR REVIEW/APPROVAL RKR 9/8/17~ AND A5 PURPORTED BY PROPERTY MANAGER. � r R REVISION A L1 END , OF iia _ THIS DRAWING DOES NOT REPRESENT A LAND SLIRtEY AND MUST' 1- - L2 BEGIN.. = NOT BE CONSTRUED AS SUCH. - A 07 S�� � - _ � SHEET - 0 0 �O �4' L2 ENDssl� _ - 1 __.._ __ .. .. x ... C -001 MOUND TOPSOIL FOR SETTLING. PROJECT NorES: SEED AND COVER NTH STRAW. 6n � 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. 6' F—DEG O F8 2017 SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - TYP. MIN. t INDIVIDUAL HOUSEHOLD SYSTEMV& "NYSDOH - (GREEN) DESIGN HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLA11ON GUIDELINES. NO GRAVELLESS E NATIVE I TOtJVNI OF(QUEENS GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. CHAMBER-1— EARTH _ L �, C �e�i:,,A�'�° BIER " -.__._..-2-INFORMATION ON THESEDRAWINGSIS FOR SEPTIC SYSTEM DESIGN — I II�BACKFILL 1 1- — PURPOSES ONLY. FULL iIME INSPEC11ONS NOT PERFORMED. { III- 1=III=III III-7`�" CHAMBER . I � ' 3. CONSTRUCTION SHALL 3E AS SHOWN ON THESE DRAWINGS AND II-1 1. II-III=III=1 1= ONE CHAMBER IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S HEIGHT PROPOSED GRADE, SLOPE TO LONGITUDINAL SECTION REQUIREMENTS. DO NOT SMEAR SOILS DURING 2_ DRAIN. SEED AND MULCH. 4.. ALL WORK MUST COMPLY WITH LOCAL, STATE & FEDERAL SAFETY EXCAVATION, Ct REGULATIONS, (NYSDOH, OSHA, Ni3DOT). PERMITTING REQUIREMENTS ARE INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNED. _ DEBRIS, RAKE FLOOR to WALLS. - /��/,, i y 7z ----GROUND 5. HEAVY EQUIPMENT SHALL BE KEPT AWRY FROM THE Te?EATMENT RELDI. GRO<aND WATER, BEDROCK OR NO VEHICLES ALLOWED ON TREATMENT FIELD. IMPERMEABLE STRATA S. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75-A(FEB 2010) A 25 - REDUCTION IN TRENCH LENDRI IS ALLOWED WITH USE OFv 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO GRAVELLESS CHAMBERS WITH 1.6SF/FT OF BOTTOM AREA �,� H-1��� � CHAMBERMODEL, GRAVELLESS 5DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. VOLUME OF 7.5GAL/`T Jt OPEN SIDEWALLS. - l RAVELLES CHAMBER TRENCH TREATMENT tU SECTION 5. RECOMMENDATION: DOWNSLOPE OF. SHALLOW WELLS SHOULD HAVE -E d C�@--�` -- ------ --- 8\ — ---' UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTALLED. SCALE: NTS WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. FROM SEPTIC TANK ---------r 241' DIA 9. INSTALL EFFLUENT FILTER IN SEP11C TANK, (POLY-LOK PL-122) WITH 4' DIA. SOLID PVC I , 1 Fes! / I A RISER OR EQUAL. d INLET OUTLET 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH I I I I I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOYED. LEAKING FIXTURES WILL OUTLET PROVIDE EFFLUENT F SEPTIC SYSTEM. INLET -y _---CAUSE FAILURE 0 -_ - -- __:_._------_--- -I f FILTER. SEE NOTES. _ - � APPROVAL STAMP / NOTES INSTALL RISER EFFLUENT FILTER PL-122) It is a violation NYS education law for nny person, 1 LOCKABLE COVER, TYP unless he is acting under the direction of a licensed 1-1/2' PRECAST professional engineer, to alter any iters in any :gay. CONCRETE BAFFLE BACKFILL tA�1T19 CLEAN OR EQUAL BAFFLE ON-SITE M�q TER qL LA Epp OPSSO®>GSEED s MULCH REMOVABLE COVER IN 8 INCH LIF AICDAMI'ED EFFLUENT FILTER— COVER WAYERPROOF SEAL 12 MIN I>��/\/,A��✓�/ / /�/��I�l POLY RISER INLET INVERT 2'ABOVE � . Vov1;'Yrh88 TATE"[)EPA;, '�€� C HEALTH INLET OUTLET INVERT / 4 \ OUTLET Gle-0,i-aliJ i}iS I,r:�Office INLET I CAULKED _ /"—CAULKED = ° Iv -' ®UiLET .JOINT CL ``� / JOINT `�OiQf'(O first Sheet d��"OV9� O�€Q ESsl - A® QUI[ SANITARY E 5Y/ SANITARY— ® LEVET / EFFLUENT FILTER n G 2 MIN. TEE / o-� ULI:N —3' "IN 12 MIN CLEAN SAND, PEA e a 11 5°v� g _i GRAVEL OR AGGREGAI` �/ ���////� �// !/// - - 11IHII�I--IIH—III—W1IIFo�./z°J,.✓/J°. /�"✓Ooh . (3/�° - 1 1/2") IF DESIGNED TO USE EXISTING SEPTIC TAK, PUMP OUT AND INSPECT --- _-__-- EXISTING TANK. PROVIDE WRITTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE 1. MINIMUM TANK CAPACITY AS FOLLOWS: OUT AND"INTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL BE 1,000 GALLONS, WITH OR LESS FOR POPTIMAL PERFORMANCE; rKUJCC�` FOREST PARK 3RIWODD CIRCLE 27 S.F. SURFACE AREA. 2. SPEED LEVELING DEVICES SHALL BE USED ON ALL - 4 BEDROOMS SHALL HAVE A 1,250 GALLON TANK NTH 34 S.F. EFFLUENT FILTER (IF INSTALLED) SHALL OUTLET PIPES. SURFACE AREA BE CHECKED AND CLEANED G,`� - FOR EACH ADDITIONAL BEDROOM ADD 2OT ,;-53 50 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE 3. SEPTIC TANK TO D-BOX: 4' PVC OR SDR21, LI?UID SURFACE AREA. FAI LU RE COU LD OCCUR. 183 PITCHER. ROAD, P.UEENSBUR7, NY TOWN OF QUEENSBUR 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 _. DRAWING TITS DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: a' PVC SCH 40 PIPE, UOUID TIGHT JOINTS, w. SHOULD BE SLOPED AT LEAST 1/32° PER FOOT MIN. SLOPE 1/4' PER FOOT. Tr �® ENGINEERING, PLLC DETAILS AND CONSTRUCTED OF 4° PVC BCH. ?•0 OR SDR21 225 RUGGLES RD.,SARATOGA SPRINGS,NY �. J. SEPTIC TANK TO O-BON OR PUMP TANK: c ,. 4 p „-`- - t^ITH LIQUID TIGHT JOINTS. ^' PVC _Cy 0 PI,E O,, l �" 518.581.3893 FILE NAME I DETAILS 5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 3/8" PER FOOT. t, I VIA SCALE ASNOTED DOSED SYSTEMS. 4•. SEPTIC TANK TO CONSTRUCTED PER N a09I1 GUIDLINES. Dy I A NO SUBMITTAL / REVISION APP'D. DATE I DATE SEP 2017 0 � _- NEW CONCRETE ( `" A ISSUED FOR REVIEW/APPROVAL RKR s/s/1� o d' `` ' REVISION A DISMBUTION BOX NEW 1000 GAL ONCRI SEP19� TAN �� �� � -- — ,g§�Q S a= SCALE NONE � SCALE: NONE _ �®�EgSj®�4��' j a EET ®F C-1 00 GENERAL NOTES• DESIGN INFORMATION SOILS INFORMATION: 2M INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO DESIGN FLOW DESIGN PERCI I REO'D LENGTH OF PT - PERCOLATION TEST(LOCATIONS. SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. CLARIFY ANY DESIGN LAYOUT DETAILS. iizom _rAL.Amy. HAM LATFltaI c TEST PERFORMED ON 05- 08-17 WITH STONE INDUSTRIES AND NYSDOH. DWELLING SUPPLIED WITH MUNICIPAL WATER. 2 USE DIMENSIONS GIVEN: DO NOT 3 330 GAL/bAY 1-5 MPI 136-257i�103' SCALE DRAWINGS. • 00•-11• DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED/NSIBLE WITHIN 100' 3 11' PERMITTING/VARIANCES —28" REDDISH BROWN SAND. OF TREATMENT AREA. OBTAINED ALL BY CONTRACTOR AND/OR PROPOSED INSTALLATION: 28'-71' GRAY COURSE SAND PROPERTY OWNER. I, TRENCH SYSTEM WITH ADS HANCOR ARC 24 CHAMBERS NO GROUNDWATER OR MOTTLING NOTED SIMILAR SBL CONDITIONS THROUGHOUT MOBILE HOME PARK THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT TOTAL NUMBER OF LATERALS = 2 PROJECT FOR L015 X51 rHRu /67 ON eRlw000 CIRCLE THEEXISTING FAILED SEPTIC SYSTEM COMBII*:S 14M "TH OF EACH LATERAL = 55'-0" TS INTO SEPn TAW AND PRESUMED D YWEtLS tA�NKN + -�+c y a LOCAMM TOTAL LENGTH OF LATERALS = 110' I -_•• ~r �. - SHED ' PT tM STABILIZED PERCOLATION RATE 1:05 MPI / / ?„_._.:..:. j. - PT 02 STABILIZED PERCOLATION RATE 1:10 MPI • PER NYSDOH APP. 75—A(FEB 3, 2010); A 25% REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS APPROXIMATE NEW 1000 GALLON CONCRETE WITH 1.6SF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN LOCATION OF ��_ TANK WITH FILTER.SEE DETAILS. PROJECT LOCATION PLAN SIDEWALLS. TABLE 6C OF NYSDOH *GREEN" HANDBOOK. POWER LINE EXISTING DEEP SEPTIC TANK/SYSTEM SERVICING NOT TO SCALE A-, LOTS 51-57 TO BE PUMPED, COMPACTED AND FILLED IN PLACE, NO VOIDS TO REMAIN. �j It is a violation of NYS education low for any person. D-BOX unlet, he is acting under the direction of a Ilemsed professional engineer, to alter any Item in any way. /// / o c� LOT #51 EXISTING 4 NORTH 0 / J / / BEDROOM DWELLING / ///////// / / m J / / SOT INFORMATION: EXISTING 4 / / / / TAX MAP #: 308.14-1 -52 LOT #55 BEDROOM j j '''am TOWN OF QUEENSBURY DWELLING , L1 L2 j j ////////////////////////// LOT SIZE: 48.9 ACRES / / DECK 5 3 / APPROVAL STAMP / NOTES o % AS BUILT-- INSTALLER TO LOCATE ALL UNDERGROUND j UTILITIES PRIOR TO CONSTRUCTION. j : /') JUN 11 2018 i f��PARKING ;A.'N -,:)im j ° ;'^2.UFR,ATERALS AT 55' ADS PARKING HANCOR ARC 24 1 PARKING CHAMBERS. SEE DETAILS. — �- = SEPTIC REPLACEMENT DESIGN � GRAVELLESS CHAMBER LOCATE WATER LINE AND ffiosm-, FOREST PARK - BRI WOOD CIRCLE MAINTAIN 10' HORIZONTAL LOTS #53 / BRI WOOD CIRCLE SEPARATION TO SEPTIC, TYP. 183 PITCHER ROAD, AUEENSBURY. NY (TOWN OF QUEENSBURY) DRAWING TITLE.- AS-BUILT ITLE:AS-BUILT TIE-IN DIMENSIONS (FT) �� K . 1'0 RKENGINEERING, PLLC SITE PLAN 225 RUGGLES RD.,SARATOGA SPRINGS,NY A B C D / �� �'� 0 518.581.3893 FILE NAME SITE SEPTIC SITE PLAN w SCALE 1' — 20'-0' D—BOX 3 62 � N0. SUBMITTAL / REVISION APP'D. DATE L1 BEGIN 6 61 PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS � A ISSUED FOR REVIEW/APPROVAL RKR 9/a/17 REVISION SEPTEMBER 2017 AND AS PURPORTED BY PROPERTY MANAGER. REVISION 1 L1 END 59 7 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST d �� 1 RECORD DRAWING RKR 3/3o/la ui5a a SHEET L2 BEGIN 5 61 NOT BE CONSTRUED AS SUCH. A�OFESSIO�P1� C-001 OF L2 END 60 6 2 PROJECT NOTES.- MOUND OTES:MOUND TOPSOIL FOR SETTLING. SEED AND COVER WITH STRAW. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. 69 6" SEE NYSDOH'S "APPENDIX 75-A, WASTEWATER TREATMENT STANDARDS - DESIGN Iyp - MIN. HANDBOOK"INDIVIDUAL HFOR ADDITIONAL DESIGN AN OUSEHOLD SYSTEMS"& STALLA ,GUIDELINES NO GRAVELLESS ter''—NATIVE GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. CHAMBER EARTH �p 2. INFORMATION ON THESE DRAWINGS IS FOR SEPTIC SYSTEM DESIGN BACKFILL �k ft PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. 2" CHAMBER I 3. CONSTRUCTION SHALL BE AS SHOWN ON THESE DRAWINGS AND ONE CHAMBER IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S HEIGHT z LONGITUDINAL SECTION REQUIREMENTS. PROPOSED GRADE, SLOPE TO DO NOT SMEAR SOILS DURING—'-2� •� DRAIN. SEED AND MULCH. 4. ALL WORK MUST COMPLY WITH LOCAL. STATE & FEDERAL SAFETY EXCAVATION. 04 REGULATIONS, (NYSDOH, OSHA. NYSDOI). PERMITTING REQUIREMENTS ARE INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER, DEBRIS, RAKE FLOOR & WALLS. 5. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. GROUND WATER, BEDROCK OR NO VEHICLES ALLOWED ON TREATMENT FIELD. IMPERMEABLE STRATA 8. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75-A(FEB 3,S ALLOWED WITH USE OF REDUCTION IN TRENCH LI:HN 7. TREATMENT FIELD SHALL 8E GRADED TO SHED RAINFALL AND TO 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. 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. 4PRECAST NK �--T-T---------- 24" DIA 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LCC PL-122) WITH C I 1 1 I I A RISER OR EQUAL I <+'I I Vi I gdLET II .ri JOUTLET 10. GARBAGE GRINDERS ANO WATER TREATMENT SYSTEM SHALL NOT ATTACH I 1 I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LENONG FIXTURES WILL L_L1----____-_ CAUSE FAILURE OF SEPTIC SYSTEM. INLETOUTLET PROVIDE EFFLUENT �-�• SEE NOTES. APPROVAL STAMP / NOTES INSTALL RISER & EFFLUENT FILTER (POLYLOK PL-122) It le a violation of NYS education law for any person, LOgCABLE � � TYP unless he is acting under the direction of a licensed professional engineer, to alter any item in any way. 1-1�TE EQUAL BAFFLE q� gFFLE BAACKFILL WITHCLEAN �+1N1SHED REMOVABLE COVER IN 8 INCH 1 ., A TIGCPED� EFFLUENT FILTER / �u' SDIL,®dc MW-gi �f. n � aWATERPROOF SEAL X 12 MIN \' Q POLY RISER B INLET G OUTLET M1kRT ( '1 OUTLET CAULKED —J✓ t SD �'*--CAULKED INLET - - OUTLET JOINT / \ ! JOINT TEE y SAN ITALY LEVEL \ SANITARY EFFLUENT FILTER/ °8p°o° 2" MIN. j ���BBBUUUllll411 1EEEIIMMD 12" MIN. ° 3" MIN - °� �° � _ CLEAN SAND, PEA !1:8.a°�&nop��.m°8"a8�ga �o - GRAVEL OR AGGREGATE r—�—�>��`�rLr� (3/4• — 1 1/2) qla L o IF DESIGNED TO USE EXISTING SEPTIC TANK, PIMP OUT AND INSPECT EXISTING TANK. PROVIDE WPoTTEN REPORT TO ENGINEER. SYSTEM COMPONENTS SHALL BE MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER TANK CAPACITY AS FOL.LOWS: OUT AND INSPECTED EVERY 2 YEARS 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT, 1. MINIMUMFOR 3 BEDROOMS OR LESS TANK SHALL BE 1.000 GALLONS, WITH OR LESS FOR OPTIMAL PERFORMANCE; PROJECT' FOREST PARK BR I W OOD 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. LOT I1'�� OUTLET PSS. SURFACE AREA BE CHECKED AND CLEANED }} - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE 3. SEPTIC TANK TO 0-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. DRAWING TITLE 4. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEP11C TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS. QF NEW SHOULD BE SLOPED AT LEAST 1/32- PER FOOT MIN. SLOPE 1/4- PER FOOT. K . 1'O ENGINEERING, PLLC DETAILS AND CONSTRUCTED OF 4" PVC SM. 40 OR SM213 SEPTIC TANK TO D-BOX OR PUMP TANK: 4" PVC SCH. 40 PIPE OR �j 518 sa S RD ., SARATOGA SPRINGS,NY GGGLLE WITH LIQUID TIGHT JgNTs SDR21, LID TIGHT JOINTS, MIN. SLOPE 1/8" PER FOOT. 94 FILE NAME DETAILS QUI 5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR -+ W SCALE AS NOTED I DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDLINES. NO. SUBMITTAL / REVISION APP'D. DATE DATE SEPTEMBER 2017 NEW CONCRETE , A ISSUED FOR REVIEW/APPROVAL RKR 9/8/17 REVISION 1 o 9 W DISTRIBUTION BOX NEW 1000 GAL CONCRETE SEPTIC TANK o 50 A �} 1 RECORD DRAWING RKR 3/30/18 A �. SHEET d a SCALE: NONE SCALE: NONE ���'ESSIO�P C-100 2 OF 2