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SEP-000760-2017 �a 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-000760-2017 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 57 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 ex iration date.) Dated at the Town ueens P o er 11,2017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT ID C 0 O e Only DATE EC 0 8 2 111x: M 1 TAx MAP ID l it No. foo- O 1 OF QllEE F Gfn /Ay0f4e aY?Z ( � 1 F N LOCATION OF INSTALLATION 4 �fl Y DEVE - ` _r APPLICANT ^tl� rlI t 6� �J ercl i PHONE/E-MAIL(J f A 5- •�'7 U) ADDRESS 3 `Lhe}rF �J1 r4 \ll fL' ' :f �t(� c� I� s_� -t-1p6?l INSTALLER/BUILDER: �/ � � � � PHONE/E-MAILI��' � ADDRESS: " If't" �? (t ��I'Z✓ Gt L ('t!'L'. C jr Cyt OWNER Park 11 f14��! PHONE/E-MAILf/ I.S' I��'�77(% Address 92) T�'U` '1'ex' 2 S 12 N CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Q 1'.11 6�� iI i/I f PHONE 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 1992-Present ( to yU PARCEL INFORMATION Topography _V-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 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 h ft.; Each trench--.2- Sd 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 factor 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: " "ou, ' (% 4', t ►' Date: iJ--7 '( '� Signature: i �% U '� Date: r , Town of Queensbury Building&Codes Septic Disposal Permit July 2014 ... .... ol.. . ..... ..W..........._..... w....._..a..w,..., —.,.. W — _ _. __—_.—. _,... -- DESIGN INFORMATION SOILS INFORMATION: SITE INFORMATION W ••,. W_ GENERAL NOTEs: ' GN FLOW DESIGN PERCY� W. 1• PT = PERCOLATION TEST LOCATI CLARIFY AN DESIGN LAYOUT DETAILS - SEE NOTE SHEET CALL ENGINEER TO s ae OF ( ONS. SEE PLAN) -TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL Y Q B87E REO D LEN S DTP DEEP PEST PIT WFIUNG SUPPLIED WITH MUNICIPAL WATER 4 440 GAL/DAY 1-5 MPI 184-2590=136 = TESuipT PERFORMED ON 05-08-17 NTH STONE INDUSTRIES AND NYSDOH _D Pu 2•USE DIMENSIONS GIVEN: DO NOT SCALE DRAWINGS. �`A Ise #j X., 0"-11" DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED VISIBLE WITHIN 100ALL rw e 11"-28" REDDISH BROWN SAND. = OF TREATMENT AREA. / 3.4B PERMITTING/VARIANCES TO BE a • PROPOSED INSTALLATION: = 26"-71° GRAY COURSE SAND OBTAINED BY coNTRACTOR AND/oR '` u . PROPERTY OWNER. _: TRENCH SYSTEM WITH ADS`HANCOR ARC 34-CHAMBERS--- NO GROUNDWATER OR MOTTUNG NOTED —.=��.` F, " q R1• SIMILAR SOIL CONDITIONS THROUGHOUT MOBILE HOME PARK 111S DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT F t I TOTAL NUMBER OF LATERALS = 3 ' ' PROJECT FOR LOTS A51 iNRU 457 ON BRIWOOD CIRCLE. THE ,` LENGTH OF EACH LATERAL = 50'-0" EXISTING FAILED SEPTIC SYSTEM COMBINES HESE LOTS INTO r y h I Rallm ONE DEEP SEPTIC TAHK AND PRESUMED IIRYWELLS (UNKNOWN rr�� ., LOCAl" TOTAL LENGTH OF LATERALS = 150' Pt SYAe1LIZED PERCOLATION CdA 1' - LOCA 1 05 MPITION). "E g e ; w. 25� REDUC110N... MPI PER NYSDOH APP. 75 A(FEB 3, 2010); A' IN \ PT ? STABILIZED PERCOLATION RATE 1 i0 7L u 1 E ` TRENCH LENGR-1 IS ALLOWED WITH USE OF GRAVELLESS CHAMBERS WIiI'H 1.SSF/FT OF BOTTOM AREA & VOLUME OF 7.5GAL/FT & OPEN �ry A� PLAN SIDEVP#ALLS. TABLE SC OF N SDOH 'GREEN" HANDBOOK. _ SEVERAL PINE NOT „�®�Al PROJECT _ _ e.,ES 0 ki `0 SCALE >, BE REMOVED By PROX Ae IMA TrE 0 ? . LOCATION of iERS //////�'//�'/�'' C R 11-H �/ "7GlQil'✓fl ®i NYS eds9C©ii®i?Ir?+:'3 i©;' an �C'P , ae:3 POWER LilNE unless ha is Going tAndar the diroction of 9 Racns_=, a Professional engineer, to alter my I'cm in anyy Eloy. j LOT #55 NEW 1250 GALLON CONCRETE TANK W111111 �✓0 y / --- _-_.-.—LOT INEORMATIONw FILTER.SEE DETAILS. \ j TAX MAP #0 308.14-1 -52 -8© 5'MIN< � o %//// '' i''►V; hI u � S Y -TOWN OFUEENSuUR� so, BU LDI G & O D LOT SIZE: 48.9 ACRES ,a APPROVAL SCAMP / NOTES 2 M1 0 ' • -- INSTALLER TO LOCATE ALL UNDERGROUND FUTURE _ :. DOUBLE-WIDE � , = UTILITIES PRIOR TO CONSTRUCTION. DEC 0 8 2017 i too V SS TEM DESIGNED FOR A ' OVI (9 TO'fvN 00 QUEE"NS URY FUTURE 4 BEDROOM > °�' COi04UN [Y I`, VE�,OP OE FEEING ON THIS LOT. 5 L3 Cab q a� ar Satvaq—, Dispot gls y_s i��YV #Oe"#f`.U DEPA4�7 i#2:1 S 07” HL L1 . . PARKING G. r Daig SEPTIC P(. Pl�l� T €I� Al.,t� OBJECTS � � � SEEN OR OBSERVED �_. I HAVE PARKING � ` SUCH AS HOUSES, WELLS,TREES, FENCES, ETC \i SHOWf`!ON THIS DOCUMENT.I HAVE PERSONALLY DIAGRAM. —3 LATERALS AT 50' EAGH< f � r PROJEeTLSEPTICREPLACER�EhIT DESIGN / GRAVETLLESS CI1AMf�3ER1 MSA URED T11E DISTANCE SET FORTH b(e THISLOCATE e_ �lYA WATER LINE E A1�D = � PAR-BR 001J C�I R� L� ) --r—rt ADS RANCOR ARC 24 rJ SIGNAT DATE CHAMBERS. SEE DETAILS. MAINT AINiON 'H RIZONSEPTI ,ATYP. LOT #57 SEPAJ CL 183 PITCHER ROAD, QUEENSBURY, NY (TOM, OF OUEENSBURY) (D QRAWINQ TITLE- U ONS _ S—BUILT TIE—IN DIMEN�l� ... /jRK � �1�� 9 SITE PLAN . _ U A B C' D� / . R,\ 226 RUG LES RD.,SARATOGA SPRINGS,NY e FILENAME SITE —- FT Q) ��� OSEPTIC SITE PI�AI� -- / RE ION SCALE 1`° = 20°—O" O BEGIN MANAGER.ry AND AS PURPORTED BY PROPERTY e �grcR A APP`D. DATE DALE SEPTEMBER 2017 ®X I ;9 No. ISSUEDFORR---J -- _ — SUBMITTAL-- N PLOT PLAN INFORMATION OBTAINED FROM WARREN$ COUNTY e GIS \ E � EVIEW/APPROVAL ';RKR 9/e/17 ON A _ CO NOT BE CONSTRUED AS REPRESENT A LAND SURVEY A.ND MUST I \ �� � REVISION � END BEGIN SHEET Ln F Z END �Os��0 t 1 _ ..., ..._, .. . . ._ ., ...... ...E .....,..,., .... ..,.. .,. ,.�. �. .,.,w_.�,. .•. . .W�. _ _ r ,.,.. i,__ PROJECT NOTES: MOUND TOPSOIL FOR SETTLING. SEED AND COVER WITH STRAW. DUE 1-0 GRADE CHANGE 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOH APPENDIX 75-A. 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 LATERALs HANDBOOK" FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO TRENCHES = 6 O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY. GRAVELLESS ,�_— NATIVE END VENT >3 DEEP. CH A(yIEJ[ — DEARTH" - ___ ___ __. __ __ _ (I --- w ___-_.____ '- _ 2. INFORMATION ON THESE DRAWINGS ISFORSEPTIC SYSTEM-DESIGN _ BACKFILL III- PURPOSES ONLY. FULL TIME INSPECTIONS NOT PERFORMED. II��_ _ _ S. CONSIr L'CTION SHALL BE AS SHOWN ON THESE DRAWINGS AND —J1111=11H11�11 II I�y2" CHAMBER — _ PROPOSED GRIADE, '=IIT=1It ONE CHAMBER IN ACCORDANCE WITH ALL NYSDOH AND SYSTEM MANUFACTURER'S II=I I-I�NII=1I1 I— HEIGHT SLOPE TO DRAIN'. REQUIREMENTS. SEED AND MULCH. LONG!TUDINAL SECTION *■s-2 4, ALL WORK MUST COMPLY NTH LOCAL STATE & FEDERAL SAFETY REGULATIONS, (NYSDOH, OSHA, NYSDOT). PERMITTING REQUIREMENTS ARE DO NOT SMEAR SOILS DURING INSTALL LEVEL. REMOVE THE RESPONSIBILITY OF THE OWNER. EXCAVATION. _ DEBRIS, RAKE FLOORa 'BALLS. // s """ "" f' �� f, , S. HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE TREATMENT FIELD. r �� ✓�/� `� KIER, BEDROCKOR NO VEHICLES ALLOWED ON REA7MENT FIELD. GROUND IN IMPERMEABLE STRATA i� 5. SMEARED REGIMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSOOy APP. n-_A(FE® 3 2090) P-, 257 n REDUCTION IN TRENCH LENGTIJI IS ALLOWED %,jFj USE OF EEBER RJ8 2017 ^7. TREATMENT FIELD SHALL BE GRADED O SHED RAINFALL AND TO GRAVELLESS CHAMBERS W!iH 1,6SF/FT OF BOT OM AREAAOS 'Y ANCCO ARC ;4 CHAMOO L DIVERT SURFACE RUNOFF FROM ADJACENT AREAS. I,,' & VOLUME OF 7.50AL/i7T do OPEN SIDEIVALLS. GRA -LLES CHAMBER TRENCH TREATMENT SECTION BON TOWN 0F,'),jEEN Y RECOMMENDATION: DOC"aidSLOPE OR SHALLOW 'WELLS SHOULD PAVE SCALE: NTS - `- CCDIOtIIVlI I91!t 9' DEVELOPMENT I UV TREATMENT OR CHLORINATION AND FILTRATION SYSTEM INSTAULCID. � WELL WATER QUALITY SHOULD BE TESTED PERIODICALLY. FROM SEPTIC TANK ---------- 24" DiA DIA. SOLID PNIC _! F 9. INSTALL EFFLUENT FILTER IN SEPTIC TANK, (POLY-LO K PL-122) WITH 1 44,1 I A RISER OR EQUAL. INLETit 1T�t 0 OUTLET y�1 I 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTACH 1 I @ I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL L__L A-_-_______� 1 I CAUSE FAILURE OF SEPTIC SYSTEM. , INLET —_ —n OUTLET PROVIDE EFFLUENT FILTER. SEE ROTES. _ - APPROVAL STAMP / NOTES --------- -_ -� INSTALL RISER & EFFLUENT FILTER (POLY.LOK L-122 It is a violation of NYS education law For any person, T-1/2" PRECAST LOCKABLE COVER, TYP unless he is acting under the direction of a licensed CONCRETE BAFFLE Professiona! engineer, to alter any item in any way. OR EQUAL BAFFLEN SBAACKFILLNTTHpLCLLEEAANN /.FINISHED GRADE REMOVABLE COVER IN INCH UWFN 7AhIPED EFFLUENT FILTER— TOP SOIL, SEED a MULC14. COVER WATERPROOF SEAL 92" MIN ��\!\<\✓��/�/ / /`\ ✓�� � � RISER © 2`�ABOVE'ERr i��I �POLY J r INLET —< ) OUTLET DIVERT i Ski.VV''10 s :P r P �_r0AFiTMt__N1 T OF HELL<T)- OUTLET Glens F-ak t-N INLET CAULKED \ �' � CAULKED - OUTLET JOINT \ 2� QUIP JOINT �i'i6s to f I'9!9hi .c't0 ppp;,OV0c!, to Yl t� �IP�t TsTe IF�: SANITA63Y � I_ - SANITARY TEE WW/ 8 2" MIN. TEE LKHEAt) EFFLUENT FILTER 3Z' MIN. � � 8oso 8� 3° RAIN s° a .0. CLEAN SAND, PEA a �iu�l °� L[ iii=n- (3/4' /VEL OR GREGAi� 9881/2") ✓J- G✓✓ dv aV 3 4" - 1 _ n>=T�ni=nri ID-iii=unit �-i o IF DESIGNED t0 USE EXISTING vSEPTIC TANK, PUMP OUT AND INSPECT EXISTING TANK. PROVIDE: WRITTEN REPORT .O ENGINEER. MAINTAINED. TANKS SHALL BE PUMPED SEPTIC REPLACEMENT DESIGN � GR SYSTEM COMPONENTS SHALL BE . MINIMUM TANK CAPACITY AS FOLLOWS: r ESI N T GRA�(V�Ej�LLESS CHAjMBEI i. ECTED EVERY 2 YEARS PIPE JOINTS 7O BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK :SHALL 9E 9,000 GALLONS, Wi EH 0R LEASS FOR ND POPTIMAL PERFORMANCE; �C� FOREST r1 1 ARK 9 R 9 mG Y300 C lTRGLE 2. SPEED LEVELING DEVICES SHALL BE USED QN ALL 27 S.F. SURFACE AREA. EFFLUENT FILTER (IF INSTALLED) SHALL - $SURFABEDROCE AREA SHALL HAVE A 9,250 GALLON LANK �diTFl s" S.F. BE CHECKED AND CLEANED �O` OUTLET PIPES. SURFACE AREA S.F. REGULARLY. OTHERWISE PREMATURE g - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS �s i S. SEPTIC TANK TO D-BOX: e PVC OR FAILURE COULD OCCUR.SDR29, LIQUID SURFACE AREA.GALLONS TO TANK SIZE FOR EACH. 1>33 PITCHER ROAD, d�UEENSBURY, NY (TOWN OF QUEENSBURY) TIGHT JOINTS, MIN. SLOPE 1/6:' PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRINDER ADD 250 - -- -- - --- — -- r., THE SLOPE OF OUTLET PIPES BETWEEN THE DRAy91NG TITLE: DISTRIBUTION BOX AND DISTRIBUTION LATERALS 2. BUILDING TO SEPTIC TANK: 4" PVC SCH. 40 PIPE, LIQUID TIGHT JOINTS, SHOULD BE SLOPED AT LEAST 1/32" PER FOOT MIN. SLOPE Ile PER FOOT, � � RENCIENGINEER11411133, ® /a_ ILSAND CONSTRUCTED OF $" PVC SCH. $0 OR SDR29 �jtZ° 225 G SARATOGA R1��6M DETAILS - NY t,ATH LIQUID TIGHT JOINTS. 3. SEPTIC TANK TO D-130X, OR PUMP TANK: 4" PVC SCH. 4O PIPE OR � GLES = FILE NAME DETAILS SDR21, LIQUID TIGHT JOINTS, MIN. SLOPE 1/8- PER FOOT. 5, USE DOUBLE SIDED STICKING RUBBER BUTYL FOP . : SUBMITTAL REVISION v SCALE AS NOTED o I DOSED SYSTEMS. $. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUOUNES. NEW NON APP D DATE ' ® CRE` ------ -___— DATE= SEPTEMBER 2017 • DIS 'BU 1ON BOX �.. NEW 1250 GAL CONCRETE O N W C RE_ ISE SEPTIC TAN �� Q A ISSUED FOR REVIEW/APPROVAL RKR : 9/8/17 _ F- 00 EA ' � REVISION A = i16 7 i c SCALE: NONE SCALE: NONE C-100 °SHEET GENERAL NOTES DESIGN INFORMATION 5QLS INFORMATION: SIM INFORMATION: 1. SEE NOTE SHEET. CALL ENGINEER TO BmftYS DESIGN PERC. REOPERCOLATION 'D LEmm OF PT= TEST(LOCATIONS, SEE PLAN) TOPOGRAPHY AT TREATMENT FIELD IS RELATIVELY LEVEL. CLARIFY ANY DESIGN LAYOUT DETAILS. CAL/DAY I TE 11TFRAIc DTP = DEEP TEST PIT - - 4 440 GAL/DAY 1-5 MPI 184'-25X+=138' TEST PERFORMED ON 05-08-17 WITH STONE INDUSTRIES AND NYSDOH. DMIELLING SUPPLIED WITH MUNICIPAL WATER. 2.USE DIMENSIONS OVEN: DO NOT SCALE DRAWINGS u IF :I 0'-11' DARK SANDY TOPSOIL NO ACTIVE NEIGHBORING WELLS NOTED/VISIBLE WITHIN 100' 3.ALL PERMITTING/VARIANCES TO BE PROPOSED INSTALLATION: 1t--28' REDDISH BROWN SAND. OF TREATMENT AREA OBTAINED BY CONTRACTOR AND/OR f , 28--71' GRAY COURSE SAND PROPERTY OWNER. - TRENCIi SYSTEM WITH ADS HANCOR ARC 24 OiAMBERS NO GROUNDWATER OR MOTTLING NOTED TOTAL NUMBER OF LATERALS = 3 SIMILAR SOIL CONDITIONS THROUGHOUT MOBILE HOME PARK THIS DRAWING IS PART OF A SEPTIC SYSTEM REPLACEMENT s r PROJECT FOR LOTS #51 iHRU /57 ON BRIWOOD CIRCLE THELEBa DOSING FAILED SEPTIC SYSTEM COMBINES THESE LOTS INTO GTH OF EACH LATERAL = 50—0 ; , '= - TOTAL LENGTH OF LATERALS = 150' ONE DEE SEPTIC TANK AND PRESIIM£D ORYNIELI S (UNKNOWN PT#1 srAeluo PERconoN RATE: 1:05 MPI gu PT f2 STABILIZED PERCOLATION RATE 1:10 MPI V • PER NYSDOH APP. 75—A(FEB 3, 2010); A 25X REDUCTION IN .. A.. TRENCH LENGTH IS ALLOWED WITH USE OF GRAVEu.ESS CHAMBERS WITH I.SSF/FT OF BOTTOM AREA a VOLUME OF 7.5GAL/FT a OPEN PROJECT LOCATION PLAN SIDEWAIIS. TABLE 8C OF NYSDOH 'GREEN" HANDBOOK. SEVERAL PINE TREES TO APPROXIMATE BE REMOVED BY NOT TO SCALE LOCATION OF OTHERS. /� / NORTH It to a violation of NYS education low far any person. POWER LINE unless he is acting under the direction of a licensed professional engineer, to alter any Item in any way. Ij LOT #55 LOT INFORMATION: NEW 1250 GALLON A ; CONCRETE TANK WITH AS BUILT TAX MAP #: 308.14-1 -52 � � � / FILTER.SEE DETAILS. c0d //////� TOWN OF QUEENSBURY D-Box IN• ��, \ LOT SIZE: 48.9 ACRES 2 ' M N. oU'� _ APPROVAL STAMP / NOTES FUTURE 0 INSTALLER TO LOCATE ALL UNDERGROUND DOUBLE-WIDE �o UTILITIES PRIOR TO CONSTRUCTION. SYSTEM DESIGNED FOR -- FUTURE 4 BEDROOM DWELLING ON THIS LOT. L3 L1 �� ' J i JUN 11 2018 1 i' PARKING ` I ; � !+j PARKING\ SEPTIC REPLACEMENT DESIGN / GRAVELLESS CHAMBER ADS RANCOR ARC 24 -3 LATERALS AT 50' EACH. i / / LOCATE WATER LINE AND PROJECT FOREST PARK — BRIWOOD CIRCLE . CHAMBERS. SEE DETAILS. `, MAINTAIN 10' HORIZONTAL LOT #57 SEPARATION TO SEPTIC, TYP. 183 PITCHER ROAD, QUEENSBURY, NY (TOWN OF QUEENSBURY) / DRAWING TITLE: . AS-BUILT TIE-IN DIMENSIONS (FT) K . O RKENGINEERING, PLLC SITE PLAN A B Ci D /' �� + 518 RRUGGGLLES RD.,SARATOGA SPRINGS,NY SEPTIC SITE PLAN 5FILE NAME SITE �' w SCALE ,- = 2D'—D- D—BOX 9 69 w�d NO. SUBMITTAL / REVISION APP'D. DATE PLOT PLAN INFORMATION OBTAINED FROM WARREN COUNTY GIS �. DATE SEPTEMBER 2017 L1 BEGIN 11 68 v A ISSUED FOR REVIEW/APPROVAL RKR e/e/t7 AND AS PURPORTED BY PROPERTY MANAGER. x E REVISION 1 ao L1 END 60 23 THIS DRAWING DOES NOT REPRESENT A LAND SURVEY AND MUST d 79 5 ti} I RECORD DRAWING RKR 3/30/18 0 0 L3 BEGIN 12 65 NOT BE CONSTRUED AS SUCH. A C-001 0 0- a L3 END 60 16 �l"'$SSI V20F PROJECT NOTES: MOUND TOPSOIL FOR SETTLING. 1. SYSTEM DESIGNED IN ACCORDANCE WITH 2010 NYSDOMi 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 " HANDBOOK' FOR ADDITIONAL DESIGN AND INSTALLATION GUIDELINES. NO MIN. EXCEED 24". INSTALL LATERAL TRENCHES = 6' O.C. GUARANTEE ON SYSTEM PERFORMANCE OR LONGEVITY GRAVELLESS NATIVE END VENT >3' DEEP. CHAMBER EARTH j - 2 PURPOSES ONLY. FULL TIMEINFORMATION ON THESIE INSPECTIONS NWINGS IS FOR OT nPERFORMED.DESIGNC SYSTEM BACKFILL N ON THESE _ k I I " PROPOSED GRADE, 3. IN Ac�D NCE WITH ALEL NYWON AND MANUFACTURERS 2 CHAMBERIn 16SLOPE TO DRAIN. ONE CHAMBER REQUMENT& HEIGHT Z SEED AND MULCH. LONGITUDINAL SECTION — 2'--- 4 REGULATIONS, NYSDOH,. ALL WORK MUST YOSHA. NYSDOT)WITH LOCAL, TPERMT FEDERAL 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 IMPERMEABLE STRATA 8. SMEARED TREATMENT AREA FLOORS AND WALLS ARE TO BE RAKED. PER NYSDOH APP. 75-A(FEB 3. 2010); A 2576 REDUCTION IN TRENCH LENGTH IS ALLOWED WITH USE OF 7. TREATMENT FIELD SHALL BE GRADED TO SHED RAINFALL AND TO GRAY MYM CHAMBERS WITH 1.8SF/FT OF BOTTOMAREA ADS HANCOR ARC 24 CHAMBER MODEL DIVERT SURFACE RUNOFF FROM ADJACENT AREAS & VOLUME OF 7.5G&/Fr & 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 f—T-T---------- ` 1 1 24' DIA 9. INSTALL EFFLUENT FILTER N SEPTIC TANK, (POLY-LOK PL-122) WITH 4' DIA. SOUD PVC i I i I A RISER OR EQUAL ` INLET II T^ / OUTLET i 10. GARBAGE GRINDERS AND WATER TREATMENT SYSTEM SHALL NOT ATTA04 I TO SEPTIC. NO SUMP PUMP DISCHARGE ALLOWED. LEAKING FIXTURES WILL I 11 I I CAUSE FAILURE OF SEPTIC SYSTEM. NLET 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, 1-1 � BAF}1E LOCKABLE COVER. TYP unless he is acting under the direction of a licensed ECAST professional engineer, to alter any item In any way. OR EQUAL BALL q� gB�AECKFILL WITHCLEANNISHED GRADE EMOVABLE COVER IN 8 INCH �TAAIPED� EFFLUENT FILTER— X1 SOK.. SEED do MULCH > " ;WATE(tPROOF SEAL 12 N j\ Y i` < +!t POLY RISER 2 INVERT INLETOUTM INVERT Z/':' OUTLET CAULKED--// t �—CAULKED INLET - OUiTJOINT / JOINT SANITARY �" LEVELSANITARY TEE W/ 2' MIN. TEE IEFFLUENT FILTER f°o % -��-3' MIN 12' MIN ILo° ��� � _ / - °°° "LEAN SAND ' PEA �=iii�_ nii �Iii� GRAVEL OR AGGREGATE T -r.=m-m= m= a�i (3/4' - 1 1/2") o e o 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 s/ GRAVELLESS CHAMBER MAINTAINED. TANKS SHALL BE PUMPED SEPTIC ���� PARK U (� u(� ,. MINIMUM TANK CAPACITY As Falows: OR LESNSD INSPECTED OR OPTI AL PERFORMANKR7FS', PROJECT FOREST r ARK — BR 1 WOOD l�1 ROLE 1. PIPE JOINTS TO BE SEALED LIQUID TIGHT. - FOR 3 BEDROOMS OR LESS TANK SHALL � 1,000 GALLONS, WITH 27 S.F. SURFACE AREA. EFFLUENT FILTER (IF INSTATED) SHAT 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 LOT #57 - FOR EACH ADDITIONAL BEDROOM ADD 250 GALLONS & 7 S.F. REGULARLY. OTHERWISE PREMATURE 3. SEPTIC TANK TT) D-BOX: 4' PVC OR SDR21, UQUID SURFACE AREA, FAILURE COULD 0 C C U R . 183 PITCHER ROAD. QUEENSBURY, NY (TOWN OF QUEENSBURY) TiGHT JOINTS, MIN. SLOPE 1/8' PER FOOT. - FOR HOT TUB/SPA AND/OR GARBAGE GRADER ADD 250 GALLONS TO TANK SIZE FOR EACH. DRAWING Till F• 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, QF NE{y SHOULD BE SLOPED AT LEAST 1/32' PER FOOT MN. SLOPE 1/4' PER FOOT. 4' g , O RKENGINEERINGs PLLC DETAILS AND CONSTRUCTED OF C PVC SCH. 40 OR SDR21 3 SEPTIC TANK TO D-BOX OR PUMP TANK: C PVC SCH. 40 PIPE OR 4+� �f 518 58 GGGLLEES RD.,SARATOGA SPRINGS,NY WITH LIQUID TiGHT JOINTS. A FILE NAME DETAILS SDR21, LIQUID 'i1GHT JOINTS. MIN. SLOPE 1/8' PER FOOT. � P� 5. USE DOUBLE SIDED STICKING RUBBER BUTYL FOR va SCALE AS NOTED DOSED SYSTEMS. 4. SEPTIC TANK TO CONSTRUCTED PER NYSDOH GUIDUNES. NO. SUBMITTAL / REVISION APP'D. DATE DATE SEPTEMBER 2017 NEW CONCRETE 06 XC L ~ A ISSUED FOR REVIEW/APPROVAL RKR 9/8/17 REVISION 1 oW DISTRIBUTION BOX NEW 1250 GAL CONCRETE SEPTIC TANK ted,, o79soA }� I RECORD DRAWING RKR a/3n/18EET a a SCALE: NONE SCALE: NONE ���'ESS10 C-100 2 OF 2