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622-2021 •',w�_ ��i i r G urd S'y P 10L'i`�F'-;,G1 hq oT:sit�. UseC�nilf f 1 qL4��2ii ©ad, 9rjee;�5iiZltij,i1iY Perin 3x: � P tQ�'�2 firmnfc�nrenshurt" 7:,`^,ac-��7asJ'.-i.it=- ~''Jyt: Permit tee:$ �� ; invoice : q�1 1Bit ilflap iD#- ✓ Septic Variance? Yes �O Project Location- prim ara,��uner�s� Mailing Address Lc��el�"� � u Phone &Email © O tL1 M r ® U installeriBuilder yn1® - � �ef`d��e 0 Mailing Address p Z y eAIS � /� N z Phone &Email —3 766 �Enginee cor l� Mailing Address ] �— Phone &Email 3 ?/ Contact Person for Building&Code Compliance-��� {� 1 Pharaea rlt _7, -&7�� RESI®ENCE INFORMATION Garbage Grinder Yes o Year Built ##of bedrooms gallons per bedroom =total daily flow Installed? (circle one) 1980 or older Spa or Hot Tub Yes o 1981-1991 Installed? (circle one) 1992-Present J3 v 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_fG) Percolation Test Rate:/—S per minute per inch(test to he 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 vvith#2 stone Total length �' 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. DATE: f' PRINT-NAME: SIGNATURE: DATE: Revised February2017 Town of Queensbury Building&Code Enforcement •3 ENVIRONMENTAL DESIGN PARTNERSHIP, LLR 900 New York 146 Clifton Park,NY 12065 (P)518.371.7621 (F)518.371.9540 edpllp.com Shaping the physical environment August 26, 2021 Mr. John O'Brien Queensbury Building & Code Enforcement 742 Bay Road Queensbury, NY 12804. Q� Via email: johno@queensbury.net OF aU Go Y Regarding: Homestead Village Mobile Home Park �CBUtt-D1��' Lot 44 Windsong Drive Dear Mr.O'Brien: On August 25, 2021, our office inspected the above referenced Homestead Village Mobile Home Park lot. The purpose of this visit was to observe the installation of the new septic system designed by EDP (June 2021) and approved by NYSDOH (August 13, 2021). Based on my review of the plans and our observation of the installation, it is my opinion that the system was installed substantially in compliance with the intent of the design plans. The only modification to the approved plans was the orientation of the septic tank. The tank was rotated 90 degrees from design to accommodate existing location of mobile home plumbing. The revised orientation is shown on the attached as-built plan. Please feel free to call if you have any questions. Very truly yours, AS BUILT' !e /h,00- Charles Baker, P.E., 70,149 Cc: Kevin Kenyon I BORING AND PERCOLA TION TEST- � ` --Lu TEST PERFORMED ON AUGUST 2006 ''(( S B U 1 LT O-8' MEDIUM FINE SAND z WA TER A T 84 INCHES W m-W ` o ,, PERCOLATION RATE ONE MINUTE, 40 SECONDS -- O'W a- :\' ,-w11; SEP TIC DESIGN: �111,'�'�► APPLI CA TION RATE = 1.2 GAL./SF/DAY N NORTH N 3 BEDROOMS TOTAL O N 3 BEDROOMS AT 110 GALLONS/BEDROOM LL 111 AS—BUILT 4' PVC SCH 40 AT 7x MIN. =330 GALLONS Q W AS—BUILT 1000 GALLON SEPTIC TANK USE 1000 GALLON PRECAST TANK W > USE 3 LINES AT 50 FT. EACH (SPACED 6 FT ON—CENTER) � Q AS—BUILT 4� PVC SCH 40 AT 2X MIN. .,lilt AUG 27 v � As-BUILT DISTRIBUTION BOX 02 TOfliW��N4 t—OF�1UL� S O W I I I ~ ISJi3 t LA IJ fiS a In 3 - s CONSTRUCTION NOTES: ,,..R.,.,..v.-..�..M-- r/v/w/■ 1) CONSMUC77ON OF ABSORPTION FACIL177ES SHALL NOT OCCUR WHEN THE VJ a W I r W C GROUND IS FROZEN OR 774E SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT a W OF SOIL FROM APPROXIMATELY NINE INCHES BELOW 774E SURFACE CAN EASILY Q Q Y N I I I llkkJJII"'la o m BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT IS p n n TOO HIGH FOR CONSTRUCTION PURPOSES. OBNOUSLY, SOME SILT OR CLAY 1 i MUST BE PRESENT FOR A RIBBON TO BE FORMED. O N 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE EXCAVATED. THE NATURAL SURFACE SHALL NOT BEuj SIGNIFICANTLY DISTURBED. IF THE SITE IS REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE(I.E., SETTLE NATURALLY FOR A W rn PER/OD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE—THAW Z Q CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY < Z EQUIPMENT USE IN THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE (n Ha MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO COMPACTION U Z b PLUS POSSIBLE TRENCH CAVE—IN AND DISTRIBUTION PIPE MISALIGNMENT/BREAKAGE. L W Z LOT 46 LOT 45 LOT 44 LOT 43 r D o 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH O O DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY 2 LEVEL. �- Z O PARKING PARKING 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. W O O 0 W AREA AREA THE BOTTOMS OF THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, T ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE THAT EACH/S 2 Z w vl PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE c til IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF co 3: O > O AGGREGATE PLACED /N THE ]BENCHES. � 1' ti 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF�16 3 TO Y32 INCH PER FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE DRAWN BY Ysx m INSTALLED LEVEL. GRADES SHALL BE DETERMINED BY AN ENGINEER'S LEVEL, CHECK WI TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF MEASURING THE h6 mp PRO=MIMBER Q WINDSONG DRI VE INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A Ys INCH BLOCK TOONE END OF A FOUR —I BLOCKED END WITH THE BLOCK TFAACINGTDOWN ONO THE DOWNSTREAM BOARD. BYL TOPGOFiTHE DISTRIBUTOR CHARLES D. N O PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE 77-IE 46 INCH PER BAKER FOOT SLOPE. A Y6 INCH BLOCK SIMILARLY USED WOULD RESULT IN A Y.12 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF PE 70 149 AS—BUILT ABSORPTION FIELD DISTRIBUTOR PIPE 1S BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN cboker®ed'II.com 3 LINES AT 50 FT. EA. THE TRENCHES TO A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE HT DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE o TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES OF FINAL GRADE. a OF NFI,yY 6) AFTER THE UPPER AGGREGATE 1S PLACED IN THE TRENCHES, THE GEOTEXTILE, '(� UNTREATED BUILDING PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED Es D,a O a ON THE AGGREGATE AND THE TRENCH BACKFILLED WITH EXCAVATED SOIL. IF G) P THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED BUILDING PAPER TO PREVENT S/DEWALL COLLAPSE AND SILTATION INTO THE r- w AGGREGATE S _ 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E.. NOT COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING \FQ 0)pTg9 SETTLEMENT, THE EN77RE AREA SHOULD BE GRADED WITHOUT THE USE OF V HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT SHALL NOT 9� �FESSIO ©2021 BY ENVIRONMENTAL DESIGN ENTER THE ABSORP77ON FACILITY AREA OR THE PROPOSED EXPANSION AREAT- PARINCR IP,U.P.ALL RIGHIS RESERVED AFTER THE SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. j UNALIMDR12ED ALIERARM ON ADDITION M NO TE. SCALE: h THIS MAP IS A WOLATIDII OF SECRON 2209 Z SUBDIWWON 2 OF THE NEW YORK STATE 1 it — 20' W EDucAnoN LAW. MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. o MAP Orr MARK mom ED WW IW wa SUR�s SHEET NUMBER EMBOSSED SEAL SNALL NOr BE CONSWERM A y2j VAUD TRUE COPY. oc=, 1 OF 1 3 I p 1 1 l A 1.1 'AWYDR!( Department 5TATE OF OPPORTUNITY- of Health ANDREW M. CUOMO HOWARD A.ZUCKER,M.D.,J.D. LISA J. PINQ,M.A.,ID. Governor Commissioner executive deputy Commissioner August 13,2021 Charles Baker,P.E. Environmental Design Partnership,LLP COPY 900 Route 146 �..-.� ��r Clifton Park,NY 12065 Re: Homestead Village Mobile Home Park Facility ID#56-6911 Lots#62,97 &98,43 A1,0and 79 Replacement Onsite Wastewater Treatment Systems Queensbury(T),Warren County Dear Mr.Baker, We have this day,approved the plans and specifications for the above referenced project. Application for this project was duly made by you on plans titled, "Septic Design prepared for Lot 62 Alpine Avenue Homestead Village;Lot 97&98 Alpine Avenue;Lot 43 Windsong Drive;-Lrot44=Windsoig D`r=iveLot 79 Alpine Avenue," and were most recently dated June 30,2021. This project includes modification of the Onsite Wastewater Treatment Systenjerving Lots#62,97 &98,43,44, and 79. The replacement systems consists of a 1,000-gallon septic tanks and 150-feet of absorption trenches to serve 3-bedroom homes. Approval of these plans is conditioned on the following: 1. That the proposed works be constructed in complete conformity with-the.approved plans or amendments thereto; 2. That all components of the proposed works be installed, operated, and maintained as per the manufacturer's specifications; 3. That approval be granted by other agencies or municipalities having jurisdiction; 4. That the design professional provides inspects the construction and provides certification to this office that construction was completed in accordance with the approved plans. Certification shall also be provided to the Town Office Building and Code Enforcement. The responsibility for the design of the sanitary system lies solely with the design professional and the proper operation of the sanitary system lies solely with the owner. The purpose of the Department of Health review is for compliance with the New York State Sanitary Code and in no way guarantees proper operation. A set of the approved plans is being retained in our files. Sincerely, Kevin J.Ke on Profession Engineer I: Glens Falls District Office Empire State Plaza,Corning Tower,Albany,NY 122371 heaith.ny.gov TOWN OF O UEENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Plan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) N All wells on property and adjacent properties shown Water line shown Municipal or well 10'separation to any part of system l Setback to property lines show 10 or more for any part of system Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0,Separation required (field verification required) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each Leech Field 20'from foundation 100'from any well 10'from water line �AoAE Seepage pit 150'from well 50'from septic tank Seepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetland distance from bottom of trench or syste 4" edrock or mottling 36"within 1000' of Lake George Leech field 100'from watercourse or wetland 1]Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Provide Engineer/Architect stamp for bed or design systems YDepartment of Health Approval for all mobile home park new systems Flood Plain requirements iv 2' above established flood elevation to bottom of system All tanks anchored or 2' above flood elevation Revised 4/15/2021 0...., oIN v BORING AND PERCOLA TION TEST.• '° `` TEST PERFORMED ON AUGUST 2006 0-8' MEDIUM FINE SAND WA TER A T 84 INCHES ' PERCOLATION RATE ONE MINUTE, 40 SECONDS C11- SEP TIC DESIGN: No/?rH APPLICATION RATE = 1.2 GAL./SF/DA Y N N 3 BEDROOMS TOTAL o co 3 BEDROOMS AT 110 GALLONS/BEDROOM W PROPOSED 4" PVC SCH 40 AT 1% MIN. =330 GALLONS Lu Z PROPOSED 1000 GALLON SEPTIC TANK S TANK USE 1000 GALLON PRECAST(SEE DETAIL - SHEET 2) > USE 3 LINES A T 50 FT. EACH (SPACED 6 F T. ON—CEN TER) PROPOSED 4" PVC SCH 40 AT 2X MIN. uj Q 1 I I I N I I I O PROPOSED DISTRIBUTION BOX #2 I I I LL, (SEE DETAIL - SHEET 2) 0 I = I W o w I I I o W0 z I I o .2 CONSTRUCTION NOTES. N P I I I 00 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE X I I i N 0 /S HIGH. IF A FRAGMENT GROUND IS FROZEN OR THE SOIL MOISTURE CONTENT w OF SOIL FROM APPROXIMATELY NINE INCHES BELOW THE SURFACE CAN EASILY Q o o m BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT IS W Y TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY O y MCiST RE PRESENT FOR A RIBBON TO BE FORME,?. re r N 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE - TRENCHES ARE EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS REGRADED OR SIMILARLY DISTURBED, Z THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE-HAW = Z 3 CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE /N THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE m MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO COMPACTION Z PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE MISALIGNMENT/BREAKAGE. W LOT 452 LOT 46 LOT 4 4 LOT 43 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH 0 WW Z DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. O TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEI/EL. v � � 3 I PARKING PARKING � 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. � O W v AREA AREA THE BOTTOMS OF THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, Z ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE THAT EACH IS O i- PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE L O � E Co W O 21 IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF W AGGREGATE PLACED IN THE TRENCHES. Q J 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF tie I TO Y32 INCH PER FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE DRAWN BY TSH U INSTALLED LEVEL. GRADES SHALL BE DETERMINED BY AN ENGINEER'S LEVEL, CHECK BY � TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF MEASURING THE �s EDP PROJECT NUMBER WINDSONG DRI 1/E INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A 114 INCH BLOCK TO ONE D OF A E BLOCK FACING DOWN ON FOUR THEDOWNSTREAM OARD. BY PLACING TOI TOP OFTHE THE OCKED END WITH THE DISTRIBUTOR CHARLES D. "o PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE tis INCH PER BAKER FOOT SLOPE. A %8 INCH BLOCK SIMILARLY USED WOULD RESULT IN A Y32 INCH --- PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF PE 70,149 g ( ( ��,ry PROPOSED ABSORPTION FIELD DISTRIBUTOR PIPE lS BY BATTER BOARDS. AGGREGATE SHALL BE INSTALLED IN cbaker®ed II .com Q LL7r ja-,, (� �v/ 3 LINES AT 50 FT. EA. THE TRENCHES TO A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE rn SEE DETAIL - SHEET 2) DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES OF FINAL GRADE. AUG 2 3 2021 o F N 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, '�� Y \ 3 UNTREATED BUILDING PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED A, PEES TOWN OF QUEENSBURY APPROVED ON THE AGGREGATE AND THE TRENCH BACKFILLED WITH EXCAVATED SOIL. IF CO P �� '9 THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE TRENCHES SHOULD g _ F BUILDING& CODES BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED U I c For Seen age BE BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE 0 NEINYORK S ATE DEP RTP�! NT OF HEALTH AGGREGATE. m P.E. 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING \ BOA 70149 SETTLEMENT, THE ENTIRE AREA SHOULD BE GRADED WITHOUT THE USE OF © 2021 BY ENVIRONMENTAL DESIGN �u Date HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT SHALL NOT -\ R ESSIONP PARTNERSHIP, LLP, ALL RIGHTS RESERVED ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. m UNAUTHORIZED ALTERATION OR ADDITION TO O TE: SCALE: z THIS MAP IS A OF ENE SECTION TAT " 1 " _ O' SUBDIVISION 2 OF THE NEW PORK STATE TOWN OF Q U E EDUCATION LAW. MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. BUILDING 9 D COPIES FROM THE ORIGINAL OF THIS SURVEY L $c �. 309.9-2-1 SEP-0622-2021 SHEET NUMBER MAP NOT MARKED IHTH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A Reviewed By: Homestead Village MHP VALID TRUE COPY. L-1 COGO JOB Date: 44 Windsong Dr 1 O F 2 3 Residential Septic Alteration N two �..... It L 24" TAPERED HOLE & PLUG (TYPICAL) TOPSOIL FOR SETTLING 0� -I 1611 I IN', I I I 1=I I I I=1 I I=I I I I=I I I I TERRATEX N0. 2 NONWOVEN —_ - - C EARTH —III(- EARTH 1 f 11—I I I I— CONSTRUCTION FABRIC OR 4" iv I=11II ORTS RAW REATED BUILDING PAPER 1250 3AL. Z tri.N BACKFILL -IIII=1 BACKFILL I I=1 11=11 I I 1=1 111= TOP OF AGGREGATE II III — 4" PVC MIN. ` 0 TO BE WITHIN �• 6"- 2" OF SURFACE O RAKE ANY PERFORATION JOINT SMEARED f 3 TRENCH IS 0r iv z O WALLS 3" THE SLOPE OF THE INLET PIPE (V BETWEEN THE RESIDENTIAL L 24" I, 1 1" TOT AND THE BE 4D PER FT. TANK N 24" CRUSHED STONE OR MIN GROUNDWATER BEDROCK WASHED GRAVEL co OR IMPERVIOUS LAYER �4" TO lY1" 5-5„\ co 4'-8" uj Z CROSS SECTIONAL VIEW LONGITUDINAL VIEW z TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC UNTREATED BUILDING PAPER OR PERMEABLE GEOTEXTILE OR 4" LAYER OF STRAW �-III=_ — III' liii—�� � 4,_5•, 4'-0" Lu T _IIII— (III= LIQUID 1250 GAL. � � � �� O O p -OI I I I I 2" MIN. p LEVEL 10'-2" FLOW PROVIDE CAPS 0 0 0 0 0 0 0 0 11 a a 0 0 0 a j 0 0 0 0 0 0 0 o 0 0 o ON LINE ENDS THE SLOPE OF THE OUTLET O C/c000 OO O� 0 � C/Q5;1 PIPE BETWEEN THE SEPTIC 00 � TANK AND THE DISTRIBUTION HIGH DENSITY POLYETHYLENE (D 4 BOX TO BE Y4" PER FT. PIPE SEALS PROVIDED AT ALL LL SLOPE PIPE N."-$¢" PER Fr. PIPE SPACING OF ABSORPTION TRENCH 6' O.C. TRENCH BOTTOM TO BE NEAR CONNECTIONS SHOWN. LEVEL AND RAKED W z TRENCH PROFILE N J TANK 0L ~ CONCRETE: 4000PSI O g REINFORCEMENT: ASTM A615-GRADE 60 SIZE WEIGHTS LBS Q. ABSORPTION TRENCH DETAIL ASTM -9.0 GRADE 65 K ENRAINED AIR: TM Al 5- GALLONS TOP SLAB BOTTOM' TOTAL t ' ' __( MEETS ASTM C690 1250 2643 6443 lime � N NOT TO SCALE O INCLUDES BAFFLE (0 z a N SEAMLESS SEPTIC TANK 1000 GALLON -A - uj >}> NOT TO SCALE Q > m Z 3 W o � z >_ GRADE W Z Q PAVEMENT OR W 5 2 NOTE: ORIGINAL GROUND A/ D O O 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. U 12" MIN REMOVABLE COVER -7WHERE TRENCH SHIELD IS USED 2. INVERT ELEVATIONS OF ALL WITH THE APPROVAL Of THE — SELECTED GRANULAR FILL TID1, I- 0 OUTLET PIPES MUST BE EQUAL. B.E. = AS ORDERED BY ENGINEER W ENGINEER, SHEETED TRENCH BE PLACED UNDER PAVEMEN N �t w • w. PAYMENT LIMITS WILL APPLY. NOTE: CONTRACTORS MUST COMPLY WITH ALL O Z 0L �I •�' J. THE SLOPE OF OUTLET PIPES 1 LOCAL, STATE, & FEDERAL SAFETY REGULATIONS. OBETWEEN THE DISTRIBUTION BOX ALL BACKFILL MATERIAL TO BE TRENCH SLOPES ARE GIVEN FOR (OSHA & N.Y.S. D.O.T.)AND THE DISTRIBUTOR LATERALS PLACED IN 8" LIFTS AND MAX. PAYMENT LIMITS ONLY FORBAFFLE SHOULD BE 118" PER FOOT. BE COMPACTED TO 95% STANDARD 3PEN CUT AND ARE NOT INTEND ♦/� OPROCTOR (ASTM D698). TO REPRESENT STABLE SLOPESOT INTENDED TO REPRESENT V J INVERT CL UNDER FIELD CONDITIONS. SAFE SLOPE DEBRIS, FROZEN MATERIAL, LARGE DRAWN TSH V INLET 2"MIN EL E V. CLODS OR STONES, ORGANIC MATTER, OR OTHER UNSUITABLE ! - 6" WIDE GREEN PLASTIC LOCATOR TAPE, CHECK BYCL O O MATERIALS SHALL NOT BE - MARKED "CAUTION SEWER BELOW" W OUTLET CONTRACTOR TO USE SPEED LEVELERS USED AS BACKFILL. EDP PROJECT NUMBER �I 10 TRACER WIRE #8 THNN STRANDED AS SUPPLIED BY FORT MILLER TO COPPER OR STAINLESS STEEL 0 • _ EQUALIZE FLOW. SELECTED GRANULAR FILL CHARLES D. PLACED IN 6" LIFTS AND BAKER MECHANICALLY TAMPED OR A.O.B.E. SEE NOTES 1&2. r PE 70,149 0 2" THICK RIGID POLYSTYRENE INSULATION cbaker@edplip.com I2" MIN LOCATIONS WITH LESS THAN 4' COVER). �+ CLEAN SAND OR PEA GRAVEL CRUSHED STONE OR SELECT EXTEND TO MIN. 4' BELOW GRADE. o GRANULAR MATERIAL AS ORDERED BY ENGINEER (MECHANICALLY — --- /f F �� c TAMPED) OR A.O.B.E. SEE NOTE 2 6" MIN. FOR PIPE 12" DIA. AND SMALLER �! O S 2 DISTRIBUTION BOX FOR UNSTABLE TRENCH BOTTOM USE Fo. 12" MIN. FOR PIPE 14" DIA. AND LARGER r' o P o� ADDITIONAL DEPTH OF STONE AS NECESSARY TO PROVIDE A FIRM c FOUNDATION. U NOT TO SCALE WHERE A WATER TABLE CONDITION EXISTS STONE BEDDING SHALL BE WRAPPED IN A I c O ON-WOVEN GEO-TEXTILE ENVELOPE m � Q, (FABRIC EQUIVALENT TO AMOCO 4545) Eq ;J o NOTES: 070149 1) NATIVE EXCAVATED GRANULAR MATERIAL 2) CRUSHED STONE NOT TO EXCEED #2 IN LTV MAY BE USED IF APPROVED BY THE SIZE. GRANULAR FILL TO MEET THE �� FESSIO / PARTNERSHIP,BY EN ONMENTAL DESIGNRESERVED DEPARTMENT OF Ham` ENGINEER. FOLLOWING REQUIREMENTS: �y / RIGHTSYORKSTATE O{fice 0 % IN EXCESS OF 3" m NEW Falls District Glens 25 %-75% PASSING 4 SIEVE SCALE: TT�HiS MAP ISEA WOLA7 no of OR EC777ON 72 s r°Ved date and signature. 0 %-15% PASSING #200 SIEVE Z SUBDIVISION 2 OF THE NEW YORK STATE W EDUCATION LAW. first sheet for apP AS NOTED . COPIES FROM THE ORIGINAL OF THIS SURVEY Refer t° TRENCH DETAIL MAP NOT MARKED WTH THE LAND SURVEYORS SHEET NUMBER EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. NOT TO SCALE //� ❑ COGO JOB 2 0 F //�L Q