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SEP-0632-2023 -, „, SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: a (P3 Z -Z0-2;3 Town of Qucensbnry C E 0 � $ Q"�- 00 1E, IL '1 Permit Fee: V �/`� Invoice#: CO 141G3 742 Bay Road,Queensbury,NY 128045 P:518-761-8256 www.queensbury.net OCT O ��23 .� Septic Varianc: • TOWN OF QUEENSBURY Flood Zone? PI BUILDING&CODES � r Wetlands? - iv Reviewed By: 6 L A A7 Project Location: 9 6 Mo.Son 12..ead Tax Map #: 2.2a , I2 — ( - 27 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ *. 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 •14 • no® too Installed? (choose one) ❑ * �( poU '�A P losu►.1ain z 9�>I��res P4�'- �99 PARCEL INFORMATION: Topography flat Rolling ❑ Steep Slope % Slope Soil Nature XSand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? 5. a{, &NJ. e SIP Bedrock/Impervious material At what depth? Domestic Water Supply ❑ Municipal ❑ Well Jake (if well or lake, water supply from any septic system absorption is ( 00 ft.) Percolation Test Rate: 3 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size II2 0gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub Ai can 6.6f- System Absorption field a Total length SO ft.; Each Trench 1710 ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised July 2022 c CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): c�f'>nk,fts fit'( �c. i'G 1 Mailing Address, C/S/Z: S� ® �,�•.-ril.� c Cell Phone: (Stir\Vci ctpq ? Land Line: Email: loL) &r'Wri..; • Primary Own r(s): Name(s): P,ite,f Mailing Address, C/S/Z: Z 'S 04c, Lvr^...e c - (2J Cell Phone: CS(S, IfVf. (461 0 Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): ahriv6N s `C Contractor Trade: Mailing Address, C/S/Z: LA- Cell Phone: (Sc\ FPS?—'10 Land Line: Email: �.r irNdrg .s sep **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): % e.J i rt L1 t'Ca.S"RAiS, f �- MailingAddress, C/S/Z: r-r k„.65,orAu .w Je ( S.GieltsFealsiMy 1 Ego 3 Cell Phone: 5($•22L— 133g Land Line: Email: Oh a p;+gat.11Ng* Contact Person for Compliance in regards to this project: Le Cell Cell Phone: 6-110-7—c201,? Land Line: Email: 1 0✓ Pw.prnr repkG , c 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: LA v✓LI-4--- SIGNATUR4 DATE: 1`ot�( ? Septic Application Revised July 2022 • -3 TOWN GF QUEENSBURY 742 Bay Road, Queensbury,NY. 12804-5902 • • Septic System Checklist • V5Plan to scale . • • I heceived Deep hole perc test results from engineer/Architect if applicable pp e(Town wn Approved Engineers and • Architects;� June 30 to April 15 Town Engineer for unapproved Engineers and Architects) A"/ "All wells on property and adjacent properties shown jNater line shown Municipal or well 10'separation to any part of system i =(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) • RSeptic 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 Seepage pit 150'from.well 50'from septic tank .j •. Seepage Pits 3-times diameter apart • IA Septic tank and pump stations over 30 gallons 50'from watercourse or wetland • 114 distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George • l f f Leech field 100'from watercourse or wetland Plhoe of mound or bottom of retaining wall•10'from property line 100'from well 20'from • Foundation '4 Provide Engineer/Architect stamp for bed or design systems • • • ADepartment of Health Approval for all mobile home park new systems Flood Plain requirements • pD 2'above established flood elevation to bottom of system All tanks anchored or 2'above flood elevation • irnEuvsol OCT 05 2023 ENGINEER ; p QUEENSB CODESRY DESIGN REPORT FOR m A REPLACEMENT N m O a W SEWAGE DISPOSAL SYSTEM N H C .F+ cII (1) TM # 226.12-1-27 Nce TA � , NOTICE to Building Code Officer or Code Administrator: This engineering design report and the information contained herein is the property of Morning Star Septic Service, and may not be duplicated, disclosed to others, or used for any purpose without the prior consent of Morning Star Septic Service. Kevin L.Hastings,P.E 4 BEDROOM RESIDENCE Consulting Engineers 95 MASON ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/29/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 - Sheet 1 of 10 SOIL AND PERCOLATION TEST DATA: TEST PIT— 1: 0"— 6" TOPSOIL, GRASS 6"— 37" MED. BROWN LOAMY SAND, COBBLES 37"—72"+ OR. BROWN LOAMY SAND, BOULDERS NO LEDGE ROCK TO DEPTH S.H.G.W. @ 54" (BOUNDARY CONDITION) STABILIZED SOIL PERCOLATION RATE: 2 MINUTES 50 SECONDS PER INCH USE: 1-5 MINUTES FOR BASIS OF DESIGN CALCULATIONS APPLICATION RATE = 1.20 GALLONS PER DAY PER S.F. SOILS INVESTIGATION AND PERCOLATION TEST PERFORMED BY KEVIN L, HASTINGS,P.E., ON SEPTEMBER 12,2023 WITH EXCAVATOR LOU DeRIDDER. USE: CONVENTIONAL ABSORPTION TRENCH DISPOSAL FIELD �f Nay * *' 1 - ° _: 44, No.076269 , tek„ Kevin L.Hastings,P.E 4 BEDROOM RESIDENCE Consulting Engineers 95 MASON ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/29/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 2 of 10 BASIS OF DESIGN: THE EXISTING SEWAGE DISPOSAL SYSTEM WAS LOCATED AND FOUND TO .BE NOT IN GOOD REPAIR. A FIELD INSPECTION WAS COMPLETED BY MORNING STAR SEPTIC SERVICE, WHICH RESULTED IN A FAILING REPORT. A NEW REPLACEMENT DISPOSAL FIELD IS REQUIRED FOR CODE COMPLIANCE. ESTIMATE MAXIMUM DAILY FLOW: (USE POST-1994 WATER SAVING FIXTURES) EXISTING DWELLING: 4 BEDROOM @ 110 GPD = 440 GPD SEPTIC TANK DESIGN: 4 BEDROOM, 2 compartment, with no garbage grinder = 1,250 GALLONS ABSORPTION TRENCH SYSTEM DESIGN: APPLICATION RATE = 1.20 GPD/S.F. ELJEN B43 GSF MODULES = 6 FT. APPLICATION WIDTH REQUIRED ABSORPTION TRENCH LENGTH 440 GPD - 1.20 GPD/SF ± 6 FT. = 61.1 L.F. MANUFACTURER'S MINIMUM STANDARD = 5 ELJEN MODULES PER BEDROOM USE: 2 TRENCHES (DISTRIBUTION LATERAL) OR EQUIVALENT CONFIGURATION WITH 20 ELJEN B43 MODULES, TO ACHIEVE 80 L.F. TOTAL OF NE.G{r i•Y HAsr yp e?1 eFt y4N P�' - + No.076269 1 iAR Av 441)444- Kevin L. Hastings,P.E 4 BEDROOM RESIDENCE Consulting Engineers 95 MASON ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/29/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax: 518-747-2166 Sheet 3 of 10 DESIGN NOTES & SPECIFICATIONS: 1) THE LOCATIONS OF THE REPLACEMENT DISPOSAL FIELDS HAVE BEEN ESTABLISHED BY THIS DESIGN, AND ANY CHANGE IS SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN PROFESSIONAL PRIOR TO WORK. ALL DISPOSAL TRENCH LATERALS SHALL BE OF EQUAL LENGTH. THE BASIS OF DESIGN CALCULATIONS ARE PRESENTED ON PAGE 3 OF THIS REPORT. 2) THE CONTRACTOR MAY REMOVE ANY REMNANT PIECE(S) OF THE EXISTING DISPOSAL FIELD(S) AS FOUND IN THE COURSE OF THE WORK. ALL WASTE MATERIAL SHALL BE REMOVED FROM THE SITE FOR LEGAL DISPOSAL OFF-SITE. 3) ALL SEPARATION DISTANCES TO NEWLY INSTALLED ADJOINING TRENCHES AND SETBACKS TO PROPERTY LINES SHALL BE MAINTAINED PER NYSDOH APPENDIX 75A,AND TOWN CODES. 4) THE CONTRACTOR SHALL COMMUNICATE WITH THE ENGINEER OF RECORD THE INTENTIONS OF HIS LAYOUT, PRIOR TO INSTALLATION, AND DISCUSS ANY SITE LIMITATIONS THAT HAVE POTENTIAL TO INHIBIT HIS WORK. 5) THE CONTRACTOR MAY NOT PLACE BACKFILL MATERIAL (SAND, LOAM, TOPSOIL) ON ANY COMPONENT UNTIL A FINAL INSPECTION HAS BEEN COMPLETED BY THE ENGINEER OF RECORD AND THE TOWN CODE ENFORCEMENT OFFICIAL. 6) ALL EXISTING DRYWELL(S) AND/OR CESS POOL(S) IDENTIFIED ON THE PLOT PLAN TO BE "ABANDONED IN-PLACE" SHALL BE DISCONNECTED AND DECOMISSIONED. ANY UNDERGROUND STRUCTURAL CAVITY(IES) SHALL BE PUMPED OUT AND BACKFILLED WITH COMPACTED GRANULAR SOIL. 7) AN AS-BUILT DRAWING OF THE SYSTEM AND ENGINEER'S CERTIFICATION LETTER WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE SYSTEM. 8) INSTALLED TRENCHES THAT .REQUIRE MORE THAN 18" AVERAGE SOIL BACKFILL COVER SHALL BE FITTED WITH AN ATMOSPHERIC VENT RISER AT THE DISTAL END OF THE TRENCH, OR TRENCH SHALL BE BACKFILLED WITH AGGREGATE #2 CRUSHED STONE TO WITHIN -18" BELOW FINISH GRADE. UP TO 3 TRENCH VENTS MAY BE INTERCONNECTED IN MANIFOLD TO A COMMON 4" PVC RISER, TERMINATING WITH A COVERED VENT, 30"ABOVE FINISH GRADE. Kevin L.Hastings,P.E 4 BEDROOM RESIDENCE Consulting Engineers 95 MASON ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/29/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 4 of 10 0"▪ 0 ,..., o R =.. P.* tn 0 8 'zz l' •-• 'ir 0 ,Ii" Co t.) '71 ca IJ ta, 0 OC,. p s'._. 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',,..:'••-•.;;;•: ::i--:,...i .:: -.':':;.....,'•: :*....;.1‘'.::','.':.!,::::,:,'rIV!'::',YP.•;'''..:::!1'. ..,.•':.7'. oo i-3 •••••••••,-.-,•-•••.::•;-.::-.... ...• •-.•••••••.•-•-:-•,.,•,..-:-..=:•-••••••••••••-.. ...;••-f,...-....::•••••..i . .,.•••.••,..Well of Suction Line '...Stream, ..Watereeurse(li)'':. ..'"'••'.''.:**--..-.'•••••,:*.i•-•.-•;:v3--,' •••;-.,-:',:-.1'.••:.:;1::Diarnaga Ditch-or : ....:':.'.... .-A.,'.•:-:::,.. ..•-•:::)':•,...i..1,i.:r•;..1':.•••':.'.:::-..-.:--:-,:•••.....-:;•:;•'.:R:r ....i,..1.,..:-.',•:-....!..•.'1:;.?fg.:•••-......;..',;,.'-.',,?.',...Y...•.: •..0)W..:::U'....:'...:•i•;•:..,:,'.,':;•!:,M:.•,,.--P.,: iie;'...Wef!at Preperty . t4.Z. :..gi,.;;-1••!''-:.'::i';;-:i'...:'..',;:ii.......;::',....,.::::•:::•.-;;;;,,/...:::......:.•,.,•[:.,•,..,:-.1-..;;;,..i.,:•••:•.;,,••;.,....;...:1....?;13041944F0Ali) 1-louse SeWet brairr(Watertight.joints) • -.25 if east iron, , .25 .3 10. :10 . a% 0 • Septie.rankIDosing Tankor watertight ETU. .- . ... ••50. . • -'• 50 ' . . . . 10 -. . . ; 10: . /0 4=6 EftluerifLirieto Distribution BON/Drop Box: • •.50. . . . . 50. . • • 10. . • • - •. Distribution Box/Drop Bin 100 10 •. 100. '• . ' :20 10 20 g td •AbSorPtionField(c)(d)- .- . - • 1.00(a). - 100 • :20 - '. - :10 • 20 - til M .Seepage:Pit(d) 150(a) • -100 - •- 20.: 10,- til ri) Raised Syistern OfMoimd.(6)(d). ' . . 100(a), " '100'. ' '20 - . - '10 • 20.. til Z •Intennittent SandFilter(d) _ ' 100(a)(4 - 100(t) 20 . . 10 ' 20. Non-Waterborne Systeniswitbàffsite . . ' . . 0 residual disposal 50 0 20 ;10 10 Non-Waterboriie'Syitems:with oniite • • • 100. 5:•P 20 10. 20 o . disehitfie g :Notes: . a) When When-Wastewator tOatirtentsyStcrias:are located upgrade and in the direct path Of surface Watoi drainage to i:Wc11 the closest pia:of:die treatment system shall be at lea•42001'det•away 1'nm:the Well. z 2 . 1-4 . 0 o tp tv b). Mean high water mark..Weiland of watercourse doldniiitations should be addressed With.the'LHD or other'agency havingjuriadictien and,the.applieable NYSDEC... • regional office: 1,t11 0-3 •P) For all iyatenis involving the placement of fillnraterial.separation•distane‘A are measured from.tbetoe.of the slope of the fill,except for-somo.dialtui.r:,ibarpticin trench..syaterns.aS described itt Sectidri 9.12.2Of thiS.IlandboOk. g tml , 4) STal'aiiCnt.di'danees shaltalSO,bp:measured.from the'ed*eOf.the designated additional useable area(Lti4.ri*eflie.area);when available . .4) TheolOSeSp part of tbe.waitowater triatmenfiyStem.Shall he located at leastEten(10)feet...front,any.Water Service Hoe(C:s.,,public Water...supply main,public water i-C seivieelineof r: Sidentiai.Nie11 water Service line) 0 . ... :f), When intermittent Sand-liners are•designed•tn:bewatertight and collect all effluent,the separation...diStance.can be reduccd.to•511 feet. . . -. . . • . • 0 The listed'Water.well Separation;distances from sources shall increased hy.51r14).ivliene.ver aquifer water entersthelvater•Well.at less than 50-.141 helms grade:lea 509.4 increase eannot be achieved,then the greatest possible increase in separation distance shaft be proyided with such additional measures as needed:to:prevent toritainination., . • •li) Recommended use site evaluation to ayeit1OWTS,short-eiregiiing to surface or:groundwater and to nrinimize:impacts.onic/Wf$functionality. Embankment-Or eery steep Slope:h is recommended that sySteMpomponents be located a miltimuin of 25.feet and the absorption fidictbe..lodatedUrninimunt.of 50 feet c4 ci) tj from an eiebzet10tent oi.."‘,Pry steep slepe,MaXinrize•sepaf4tien distances and use site•evaluationte.aveid'shOrtcirctiltirtto surface(breakoutor seep-40.. . . CD CD -i- •. . .C.-Dp. p. •- e ve. be od:'I . .CD Swimming irivirlt is reCanunendodthataysteM.Po*porentS be located'11 tnininiurnof 20 feet and the absorption field be located a minunuin of•• •3.51Oet from sWirriiiiirig pirelS..M.iximiteSeparat inn diStiniCes and use.iite COaleation torn iiiimike-iM pact4 Orr OWTS.a6t4siibilii-Y4in4 fiihatiiin'a14. . . Ut cn 1/40 o S4- i•-+ g t)) , 0 • - 0 o ' x. �• o Qar N '11 co P OQ la W Cl .DUAL COMPARTMENT CO � (YQ FULL-DEPTH BAFFLE wJPORT(SEE NOTES) ». ,: SEPTIC TANK CAPACITY p ~ .24"INSPECTION F 4'OU11ET PIPENUMBER OF DESIGN MINIMUM TONIC CAPACITY a LAUD SURFACE AREA yb.I 4"wLEr PIPE • covER(rmI 1/B"/Fr MIN BEDROOMS Flaw Lr 0 `J SLOP FT,. SLOPE---« W/0 GARBAGE GRINDER WI GARBAGE GRINDER.'"-, Loa // CO ={ i ,--■li 2 220 GPO 1,00D 27 SF t,250• 34 SF. • y A Z *BAFFLE( ill A a• 330 GPO •t.00D 27 S.F 1.250• 34'S.F, J • 41. 0 y{p — 9A, '7C 4 440 GPO 1,250 34'S.F. . 1,500• 40 S.F.: N is a�i 5 550 GPO 1.500 40 S.F. 1,750• 47 S.F. (T INLET&OUTLET 4'PVC TEES MAY DE 6 660 GPO 1.750. 47 S.F. Z000• 54 SF.. ON O USED INSTEAD OF CONCRETE BAFFLES YY77011i •'UM.COMPARTMENT TANK es Gas DEFLECTION BAFFLE REQUIRED • • NOTES q W • PLAN VIEW 1.VAILN GARBAGE GRINDERS ARE INSTALLED AT.THE ROE OF HOUSE CONSTRUCTION.A GAS CZ7 DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK,OR TWO TANKS 4N SERIES, z EifLUEIYr FILTER SHALL BE PROVIDEO TO MINIMIZE THE SOLIDS CARRYOVER.TO THE"ABSORPTION AREA or/GRADE ACCESS COVER (DISPOSAL FIELD). FINISHED GROUND (SEE NOTES) 2.3"MR11MUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET; 0 1.r'1'"..-1\1 0, },k1 �%1` .1 1 y i ...-1,\, 4'OUTLET PIPE 3,TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS(EQUIVALENT DAILY FLOW)SHALL 4'INLET'PIPE 12"COVER MAX. 1/8'/FL M01. .. BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET OF SURFACE AREA FOR, t/4'/FT.MIN. SLOPE—� EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT TO AN 0 I/4 l,..y,.:.,..,._w70".lti „,,.,, .�,,,. ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. A HOT IUe/SPA SHOULD 8E CONSIDERED F� _ 11 EaNVAtENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SZE. ' OC Y 8 M4V�, �. . !rl 4:EFFLUENT FILTER.'POLY-LOX"BRAND OR SIMILAR PRODUCT SHALL BE INSTALLED TO TIE y 16'MIN.. 18'MIN. SEPTIC TANK OUTLET, EFFLUENT FILTERS WHEN PROPERLY MAINTAINED CAN EXTEND THE �/ USEFUL LIFE OF THE TREATMENT SYSTEM. ALL SYSTEMS ARE SUSCEPT18LE TO CLOGGING BY SOLIDS CARRY-OVER,LEADING TO PREMATURE FAILURE. A GRADE ACCESS COVER SHALL BE O ,•--8' 4a4 PROVIDED FOR Fc''T21,ODIC INSPECTION&CLEANING THE EFFLUENT FlL,7ER'DEVICE. Z' 2 (n .We' 4 a 5. OPTIONAL TANK:. POLYETHHYLENE TANK PRODUCTS MAY BE INSTALLED AS SUBSDTUTION y (yyP.) p�.' FOR THE CONVENTIONAL PRECAST CONCRETE TANK SHOWN IN THIS DETAIL THE `�/j POLYETHYLENE,PRODUCT SHALL COMPLY VA1H HYZIOH STANDARDS IN GALLON CAPACITY 0 ".. ,. ..,,..,,; y...", RATING.LOBO SURFACE AREA,AND LIQUID DEPTH. A DATA SHEET OF THE PRODUCT SUBSTITUTION TO BE SUBMITTED IN ADVANCE TO THE ENGINEER FOR RENEW AND APPROVAL, 6"MIN.CLEAN SAND)PEA ALONG WITH CORPORATE DOCUMENTATION OF NYSOOH RENEW,, ALL OTHER SPECIFICATIONS • STONE,OR WASHED AGGREGATE • APPLY,INCLUDING EFFLUENT FILTER. GAS DEFLECTION BAFFLE , (SEE NOTES) 4 SECTION A—A • 0 SEPTIC TANK I. HOLDING TANK DIMENSIONS OF N �. TANK CAPACITY LENGTH WWIN our OUTLET HEIGHT WALL TOP FLOOR La MANUFACTURER INFORMATION - L�' A..HAO? �Po 1.000 8'-8 7/2' 5'-0 1/2' 4'-9' 4-6" 5'-6' 3" 4" 4' 48' FORT MILLER CO..SEAMLESS• ^ �,. .• .'. •• IP ' 1,250 10'-2" 5'-3' 4'-9. 4'-6' S'-8' 3' 4' 4' 48' FORT MILLER CO.,SEAMLESS' H;/) a7' ',, 1'nt; .. 1.250, U'-O' 6'-IF 4'-3' 4=O" S'-5' . 6' 8' 6" 39' FORT MILLER CO.HEAVY DUTY" A'' 'i i..I f�f'{{1 cc - 1,500 11'-0" 6'-0' S'-T' 4'-10' 6'-3' 6' 8' B' '49' FORT MILLER CO..HEAVY DUTY" [), • - •• 2,000 13"-D' 7.-0' . 4'-9" 4'-6' S'-11' 8' 8' 6' •45' FORT MILLER CO.,HEAVY DUTY" 1s Na 076269 n. 2,500 13'-0' 7'-0` 5'-9' 5'-6' 8'-11' 6' 8' 6' 48' FORT MILLER CO.,HEAVY DUTY"• CD To d 3,000 IT-0' 8'-O' S'-1" 4'-10" 8'-2' 6' 8' 4' S'7" FORM MILLER CO,HEAVY DUTY" ' U �'• 4, CD CD CD 'PRODUCT: THE FORT MILLER COMPANY.INC,. SCIUYLERNLLE,NEW YORK - •"+._• .. , a\ N SEPTIC' TANK ,/ HOLDING TANK DETAIL I O N.T.S. N gN w 0 bVIWCx O c-i O CCCD. Sr , 1.• LA C) 0 "... Cy. . too N D' 0 CM 0 • En yn 0 N W Z CIy y ONO b LA O i--• W 00 4' p--3 O N FINISHED GROUND EACH SPEED LE ELERS NON-TRAFFIC RATED ft`5,,,,.,:.�141`�T��; '=1J.1✓`��;�! aITN LEVELERS }/� f STRUCTURE 12'COVER MAX. 11/2'THICK ALL SIDES i I az 1 .P. — �� • 4'OUTLET PIPE td 4'INLET PIPE 4'OUTET PIPE 4'INLET PIPE - 1/8'/FT.MM. 1/8' FT.MIN. a 1 1/8"/ MIN. T/8'/F7 MP1. 8� SLOPE ��� BAFFiE SLOPE SLOPE , I �. tri I i4 {I 11'i 1L. VI CM /�^� i�l 2'MIN.SUMP �� �� bd b 1•rl \ ' �� 1 /�+ AL-- -------� _�A O4. ,�12'MIN.COARSE SAND .4 ` 1 1 I IX1R,Er(r1P-5) WATERTIGHT � , oR PEA sT'ONE Vs� UNUSED Ci O 4 WATE TIGHT l '' , „°�L'S7 Y"E"'Y' 4'KNOdCWTS �� H� OPENINGS s/NOPE PIPE SEALS PRODUCT FORT MILLER p DISTRIBUTION 80X,OR EQUAL z 0 SECTION A-A PLAN VIEW o b "I /z� DISTRIBUTION BOX DETAIL 1-3 C l 1 N.T.S. O �,.y �, MATERIAL SPECIFICATIONS SCHEDULE soon* S�iQ , L1EM Sin MATERIAL SLOPE1/. ° SEPTIC TANK SEE DETAIL PRE-CAST CONCRETE �a K Z ` 2 O DISTRIBUTION BOX SEE DETAIL PRE-CAST CONCRETE C .4 sue.. O s�' �jj,(����,��� � HOUSE.11 TO SEP71C TANK 4' SOLID PVC SCH-40 1/4'/FT.MIN. ��--y-�I �-. ` �' `- A(/Zy SEPTIC TANK TO D-BOX 4' SOUD PVC SCH-40 1/8'/FT.MIN. VI CA W •_ ' C/f ••f D-BOX TO LATERALS 4' SOUD.PVC SDR-35 1/8'/FT.MIN. K N 7( O�y LATERALS' 4" PERFORATED PVC SDR-35 1/16'/FL MAIL a' ' /Nel FER*�� p • F,,I 0 Lt.), O ob0L4 W 00 r.0 eD 4, 6 ti C3 - C › Dq • • N ?' O 0 AI LANDSCAPING: 8"MINIMUM 1,-. Jn 0 N QUANTITY& TOTAL WIDTH TOPSOIL w/SEED &MULCH tat DI GO (SEE DESIGN CHARTS) DRAM TO DRAM CO X I j ORIGINAL GRADE -� TX WNNDu SLOPE y' Co pp • !IA.,' fii opal .h fl Milli 'tl7 1,: Lj?�ISS���If 1� `Y ✓ p USABLE SOIL: 48•MIN, DEPTH c EWEN GSF PRODUCT 1 TO 80 MIN/INCH PERCOLATION RATE N (SEE TYPICAL DETAIL) 4'-0" 4'-O" 4'-0' ON MIN. MIN. MIN. �cL� SEPARATION: ON 0 24"MINIMUM DEPTH TO BOUNDARY CONDITION; GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA BOUNDARY CONDITION ... ., iCi�C:15•.i,,,,1 > i%el/Zl` &&,14&G4*I!/,�G���.!.tlt?.??a'e7.?.'��UZ? !?.Z?.c ll.:?:rl.:?.�l���c?.:�G<71.*Vjca>:,�ij .�`i. td drn NOTES 1. DO NOT INSTALL TRENCHES IN WET SOIL G 2. INSTALL TRENCHES PARALLEL TO CONTOURS. 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET THE ABOVE NOTED MINIMUM DEPTHS. G 4. RAKE SIDES AND BOTTOM OF TRENCHES PRIOR TO PLACING GRAVEL 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. lio '' ABSORPTION TRENCH SYSTEM DETAIL rm Z CA GRAVELLESS ELJEN PRODUCT &tS � b5 N Al `0yolNzER*)00� 0• CI ,.� cD .. 00 Cl, N M o V) N N+ 0 W O bXwnx O - 0 � e cn 0 o ^ C o acr 0 a x N ?? 0 10 ASTM C33 CONCRETE SAND - TYP '-, rn 0 _ 6" MIN. (7YP). f� (TM CAP (T O° c9 t % SOLID PIPE - TP GRAVELLESS ELJEN GSF PRODUCT- TIP D-BOX x Co a 0 x-. z N r•li zp<....:2fl v._. t.evee:.sir ex ..: i4 r:✓.Ft-A Cri Lai 0 C\ ci O liJ yw� 0.f.^.^ ^.'ral.7,7,7:744zrz .z ra.T+?rn'.;nrm{.rgi .-•� AS REO'D 'LENGTH' cep FOR PIPING- I 4 ‘0O (SEE DESIGN CHARTS) 24" MIN. (T ') NOTES c ` T. THE ELJEN GSF PRODUCT SHALL BE INSTALLED IN ACCORDANCE WITH.THE MANUFACTURER'S RECOMMENDATIONS AS PRINTED IN THE ELJEN HANDBOOK OR DIRECTED BY FIELD SUPPORT. 2. THE LAYOUT OF THE ELJEN GSF PRODUCT ROWS•SHALL BE ADJUSTED TO BE UNIFORM SEPARATION /�+ DISTANCE BETWEEN THE ROWS AND AT ENDS OF ROWS AS INDICATED. til 3. THE SYSTEM IS SHOWN WITH MINIMUM LENGTH AND WIDTH.DIMENSIONS TO PRONDE THE NUMBER OF z ( TRENCHES AS REQUIRED BY THE BASIS OF DESIGN CALCULATION. ABSORPTION TRENCH LAYOUT DETAIL n r�7„,a� 8-.'" GRAVELLESS ELJEN PRODUCT N.T.S. 47, � m � i-c 8 =' z 0yG S� O • • SNEER*—� coo w• d $?. co CD e O 1/40 I.+, O F+ wN O 4"PERFORATED PIPE ORIGINAL GROUND SURFACE l73.77/77/7777Y1 mm% 1..-rt' NON-WOVEN FILTER.FABRIC -•"�� %� V 00 NOT BLOCK HOLES IN PIPE 12`MIN- . /CLEAN BACKFILL j 25"MIN.- • ` ; T •` ',! � 13"MIN. WASHED •j,a-r `� > - MEDIUM TO COARSE 6"MIN. t..:;,�. :'"': - CONCRETE SAND BOTTOM OF TRENCH ELEVATION=107.50 24"MIN.- 6" 3'-0' 6' UNDISTURBED GROUND MIN. B43 MODULE MIN, OR STABILQEO BACKFILL SHWT/LEDGE ROCK SECTION VIEW NOTES 1.USE QUANTITY AND LAYOUT SPECIFIED IN BASIS OF DESIGN-B43 GEOTEXTILE FILTER MODULES OVER LAIN BY PERFORATED PVC PIPE AND FILTER FABRIC AS SHOWN IN THIS DETAIL 2 TRENCH MATERIAL SHALL BE ELJEN GSF STANDARD SPECIFICATION AVM C33 WASHED SAND WITH LESS THAN 10%PASSING #100 SIEVE AND LESS THAN 5X PASSING#200 SIEVE 3,EXTEND THE SPECIFIED SAND TRENCH A MINIMUM OF 12 INCHES BEYOND EDGE OF OUTSIDE MODULES AND EACH END OF THE TRENCH LENGTH. 4,A MINIMUM OF 2 FEET SEPARATION SHALL BE MAINTAINED-BETWEEN THE BOTTOM OF THE ABSORPTION TRENCH AND SEASONAL HIGH GROUND WATER(MOTTLING)OR IMPERVIOUS LAYER(BEDROCK). 5. BACKFILL EXCAVATION IN 6 INCH LAYERS IMTH MECHANICAL COMPACTION TO APPROXIMATE DENSITY OF ON-SITE NATIVE SOIL DO.NOT OVER COMPACT. ABSORPTION TRENCH DETAIL - TYPICAL GRAVELLESS ELJEN PRODUCT • • Ct • • Kevin L. Hastings,P.E 4 BEDROOM RESIDENCE Consulting Engineers 95 MASON ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date: 9/29/23 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 10 of 10 Z 60ZL uoi}oaS mop uoi}oanP3 a}o}S �ao), MaN ay} }o sauauaaainbaa ay} Ll}inn /lduuoo Iloys jouoissa}o.id buiaa}lo• ay} `pa,a}jo 41 -ADM nuo ul }u@wnoop siy} as}lo o} _io/ananS puo-1 }duaaxa ao aaauibu3 )ouoissa;oad o }o uoi}oaaip a�} ZD D aapun 6ui}ao ssajun `uosaad Auo aoi Z 60ZZ uoi}aaS Mod uoi}oonP3 a}o}S >1ao,� MaN ay} }o uonoloin o si 11 — SNINJdM o to -0 0 �u rri r� ; CKm F 4 -0m m z 0— 0 _E zP' 0 � CD yZ �MMD -CD 0 i � � J m 0 ��W -o oo rra^yy Z Cn o o m—3 C*Z t!1 m O'er cn of m co c C C> Z 0 0 i Tl C ITI GZ _ (n�rD m D°` nZ C'' t3 -D m D m =a c°'. � O� w '� p •ram' � 1 � coo m O� � Co es' za)> -� �D X DO 0 m� � Coy �� i r M U� m o � �� zX � x —� o — � � m� nN O� D m5. — r D > ;u ozr$ir* ; O Dvm my Z0 DO Zm ,nor m� D ZD OZ Z0c N g �m m0 00 � n -tm --u M _ DZ mz DO morn v $ I m0 _00 MZ �ocn Z a 0m zm -o x orn ? o� Dv� � � — mZ o� > m DAD 0 0 m0 _0 � ZOO RCN 0-0 � cnn mK D Z � mvr� tea• � DZ70 mm 00 D(n �7 Z n D ; _z O Z D.'[D7 �__� O U) m Omn --`V 001 x �,o mmm � 0� �_ 0p ring mm-0 Zy fN001— � �OZ nZ-p Or m -� c a m l m-{rn r� -� cDnr -0 m m r �... mX �3 > O {NSOI Ot got � _ o�n W got _-------- - W L0l � - fTl n D • 0 0 a• "o M - i : - - - - o mr- < o � - - - - - I x0 0 M I o or� w � - I z N m 0 D — — x m r NZ < � - - - �, o 0z o - — MASON ROAD t OC D m C z o ON m z - - - - - - - - - 3 'Zco C D C W LOl / cn m \ z ccooD�`� WLOL D 0 cn 0 n Or-O m y O O Z 3 -Urno 00 ' W gOt z � � _ z co m ��E 0 cn m ' m G� U' � ` _�-- z0_0 N n y� � Q I ` I � m Z W �O DO 00 z L_Z ai 3 Z _ x nD0 r z Sm r.j N �0O V1 m rMmc Z O O rn Z ZD D 0t z -q N rn MO Zen rn Z -nr-D C. N m imz� rn maom I Dwo O (D N 00 TNi cn m a1 W m O C p CA m m Q. a- V O n D rD o to Q��j 0 c Z " W as y /)7 N r '{ �► e ��y � O N WARREN COUNTY KEVIN L. HASTINGS, P.E. CONSULTING ENGINEER Mailing Address: 3 Jackson Avenue South Glens Falls,New York 12803 Tel: (518)222-1338 October 18, 2023 Mr. Charles Dyer Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury,New York 12804 Re: Sewage Disposal System-Engineer's Certification ^5 BUILT 95 Mason Road Dear Mr. Dyer, The construction of a replacement sewage disposal system for the residence at 95 Mason Road (TM #226.12-1-27) has been completed. The installation was completed by Lou DeRidder and crew of Morning Star Septic Service, who were also present for the final inspection. As the design professional of record, I certify to the following statements: 1. Engineering design report with specifications and details were prepared September 29, 2023 by Kevin L. Hastings, PE for a 4 bedroom maximum (440 gpd) single family residence; - 2. Design documents were compliant with the Town sanitary health codes, and the NYS Health Department Appendix 75-A, as applicable; 3. Field observation of constructed works on October 13, 2023, by Kevin L. Hastings, PE and prior to earth backfill of trenches and structures; 4. Completion of the work appeared to be in substantial conformance with the design engineering report,with the following exceptions: - field approval of a 6-outlet polyethylene distribution box as a product substitution, with vented inlet baffle, and in compliance with NYSDOH Appendix 75A.7; - final turf stabilization & lawn maintenance to be completed in 2023 by owner, as satisfaction of the design specification for turf re-establishment on the disposal field area, prevention of soil erosion and loss of disposal capacity due to uncontrolled surface runoff infiltration, and as necessity for overall system performance. The as-built schematic of the replacement sewage disposal system with location ties to the apartment building is attached for your records. If you have any questions or require additional information,please contact me immediately. Sincerely, te4644' .° 211441rik4:10 Kevin L. Hastings, PE ., . ' ' -- .f, ig 95 Mason Road .4 _ (T) Queensbury, NY 1 iri' a.., Is• / J re IV 111V4 11113 `°' 4►�"' , . Installation contractor ', -1111116;AL Morning Star Septic Service fir r F 1:,A.11,1 i r-: r, 1 ' *' 'L i l 9e c t k: r Ater ++ �`��._ �_4� •'k "� r View of existing 2" H.D.P.E. -i- . . ' 'lz ` . i pump discharge pipe (black) at r ¢ °, �.- - - transition coupling to new 2" '4,* - t -* -- • SCH-40 PVC (white) . . :'. • - .• AID''. iL< -- 41.r � ��aa Ry" .d A. _ .;..../ ,.. : ,.... ___ . . y ^t ' r", .1 " ; View of 2" SCH-40 PVC pump ' discharge pipe and connection ;� into septic tank. iiw �. ' ! S f.. G .} N. 1 . ,, + ., KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 r i; .1: f ; sr- ;{ 95 Mason Road ti� ...., , ,_, .e. ,.r< r ' ;IA.... _.9i (T) Queensbury, NY 2,, ( .' 1, , '. 4 l' it''Wp '` /� : ,,:• f - View of 1,250 gallon concrete ,j6 � -.', "Utopia" septic tank, double 4 + 7,, -' r. ' ` _ compartment, work in progress, ,� ; �, e * 'y: . , . .. �`�` looking east , ^-.5 o , : u rz yi-, { r _.,ma y *!` I r` View of 2" SCH-40 PVC pump discharge pipe, with cross tee baffle. 117 ..,? - hl� . ,r .• . y 7v, . } ---- 4, _ '•i - View of septic tank outlet i! r' fvi.- mot.: � r� cover, 4" PVC outlet baffle (map r ;. node 1) , 4" PVC outlet pipe, and •Ve t '.. r effluent cartridge filter ,, r, 41 4 .; (yellow component) installed. r91. 1 ,.. . ,,,,, ...„ ,-,,.' , See drawing note #15 for proper f 1 t maintenance of this filter. ,, , ' 'etodtAk- - i- ` , 3, 1 KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 r -;`-- :' 95 Mason Road r ' (T) Queensbury, NY r . I ' .,,.. , i,I.f ! I - � � v t View of 411 PVC septic tank outlet s ,, .� b ` pipe with 90 degree bend, work in G ;• f ,..f, ..': , a progress, looking east. 1 r..4 r1F' e. `j[./t 51 `, [ `fi 1 * ,ii e�,,• .. t- k I - _ Pill -1:1./. ,,-4 7 ...... .., ,.. .-,_ . 4 r' , 5 1 + r i4" 4 ., vF ., .. r _am' ' .` - `.- at '4 . . ; , T I.:, - View of 4 PVC septic tank outlet I �` 1 • pipe with 90 degree bend, work in ; " iCF.- progress, looking north. . ^ r �{ -. . . , . ( f 1 f,* �. _ _ r F 1' r, �, «� 4 x - % r .- A View of 6-outlet polyethylene .,,: ' , -•. it - - I distribution box (map node 2) " , 1 :, 1 , " :�g. " with speed levelers and vented ' »"`' I �:4 t '4'',. 411 PVC inlet baffle installed. t °, r - t , * F - - f. i Liquid level test - PASSED ;_.*- ,. .. KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 . ,, ' .. '''- ,4_, ,a " 95 Mason Road , rt 'E r''# (T) Queensbury, NY 1_ r z + ` "' f - View of distribution box, 4" PVC -Or, - ,: header pipes, absorption trench • 4,, 4 , ,,,,•-, ''' #1 (bottom) and #2 (top) , I r ` A� - looking east. ii. {' Y s_ # a �Ix- 1, '� 4a 4i f R,iia � C !! ,V 11' _Vflk — IV View of d-box, 4" PVC header «.. " pipes, and trench laterals, Vce 7,, ` i looking west [2 ,, . t 66. �"l' View of d-box, 4" PVC header � iy ' . ` ,, k r pipe, and trench laterals, work T "'" 1.3®_ I . , - ,A. . i in progress, looking west. 7 . j = "k . ) ,, ,"' ,:'-,`'''T'''''' KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 I '' , ` 4.,. - i 95 Mason Road �- ' , �. ��;` * �� � � L (T) Queensbury, NY . '' r-_ _ - - • ' ' 4 '1'' ; ;4_, View of 4" PVC header pipe and ' - ; ' absorption trench #1 with Eljen ` ` ts" t- • - .,t_ .4.. system sand, (10) Eljen B43 LA-- 1yt' ,! , '' - - * ' modules, 90 degree bend (map ' L._ ;' ..�„' 0-, . !; ;,a , node 3) , 4" PVC lateral pipe, X w ° -f '�` '--.3 ;61- soil barrier fabric, and partial soil backfill, looking south. r d , ., ."f • i'?� t.wry .r e' } + ' - Ii . .... .. 'f.:''. ' _ View of 4" PVC header pipe and _;'' ' I r absorption trench #2 with Eljen • -" ' '�"` , - f' `y >t . system sand, (10) Eljen B43 ,., ' Y • , a - modules, 90 degree bend, 4" PVC fir ' T lateral pipe, soil barrier J . ,". fabric, and partial soil ` + " . . , backfill, looking south. ii ' = ,:" ,J='9F �. , . - .'.'.Art. 'r '7s ' •` =le " v. „ c t '-y .� View of demolished remnants of *. ' K!` �j, ;. ;", y pt* . I metal septic tank. i ...'{s; ,; y. i may'. or -U.': �xf KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 Ab. -Aim 7`is.' 95 Mason Road ", (T) Queensbury, NY liir, , : ff i % x , :, fig_` t.--- - - View of absorption trench #2 r j*. '' — with Eljen system sand, (10) '''- i-- : ' '' "� Eljen B43 modules, 4" PVC •• '' is lateral pipe, 4" PVC end cap ,.Pr :q ,e 5 -, (map node 5) , soil barrier "�Ft , - fabric, and partial soil r ` gip backfill, looking north. 40001'{ Fier- — --- -, - • , - L. J;± f r _ • . ..ter `'.4e.. ,lJr, L View of absorption trench #2 � � . 7. R',„.„ kt ,-. ,' . -:. . with Eljen system sand, (10) " 4.,•. Eljen B43. modules, 4" PVC 4 , t ` f" lateral pipe, 4" PVC end cap , . ` '- (map node 4) , soil barrier 3' - I � #-.. ,. , , fabric, and partial soil .. ' • ._ ,,, '". 1, backfill, looking north. .,.,, e,,,,,,.,,,,,, _..., i .,_ , ,. J., X-' ',''.i..:' W•••••* '' .a.X ,r c.. f1f 3Ll 1 iiipti 7'loll,. 0T +" „' �,, View of completed work, looking . .. a± _ " . :-p.41. north. -. r Lat. ., - . s�`' • , �' .,, KEVIN L. HASTINGS, PE 3 Jackson Avenue So. Glens Falls, NY 12803 NOTICE TO 'TER OV V 1®11e SEPTIC SYSTEM OPERATIONS do LIMITATIONS 1. The beet designed and installed peptic disposal system vial eventually mg to fumttan properly without adeTHIS SEWAGE DISPOSAL SYSTEM HAS BEEN CONSTRUCTED WITH AN EFFLUENT FILTER age back—uuate p ninto ethe°home and/or a tank overflow onto onto cannce result rgroulnd surface. The ing of laau°rakt and o IN THE SEPTIC TANK. YOU MUST CHECK THE FILTER ON A PERIODIC BASIS,AND sewage periodically dean o septic i lank commonly resales a dogging of the sat that surrounds the absorption 'a trench by overflowing aid,not removed by the septic lank. PERFORM CLEANING AS REQUIRED FOR PROPER FUNCTION. SEE NOTE#15, 2. The sewage disposal system woe intended by design to provide subsurface sewae disposal for a typical single family dwelling. No additions Involving living or sleeping y he added to the dwellings without theapproval of the Cade Enforcement Officer and the system redesign by a licensed Professional Engineer. The seal and signature on any drawing epecifleolly excludes certification for future hexpansion ce field replacement. 3 3. No sump pump,water softener backwash,mos,hot tubs,whirlpools,or condensate waste shall be a © = S.E.CORNER OF FRAMED DWELLING drained into the system. 4. Septic tanks shall be inspected annually to determine the scum and Mudge accumulation by the ihomeowner or o qualified septage hauler. The amount of build—up noted at each inspection shell be corded and maintained in a record book. The septic tank shall be pumped whenever the bottom of B = N.E.CORNER OF FRAMED DWELLING the sewn layer is within three inches of the bottom of the outlet baffle or tee,or the top of the sludge sis within ten inches of the bottom of the outlet baffle or tee. The pump—out clearances oleo apply to DECK any clamber multi—compartment tanks and to any tanks series(i.e.pump out all tanks/chambers ENODE ITEM A B as soon a,any tank or chamber face the minimum clearance). Mast tanke should be pumped out every E twato five years. vie connection.S. When septic tank le pumped,the septic tank Inlet connection,baffles/loos,house se action, 1 SEPTIC TANK — OUTLET 62.0' 47.0' tank outlet connection,and effluent cartridge filter shall be impacted. Any borne or tea that have 2 deteriorated end no longer perform as designed must be replaced. Crocked or broken lines must be "' —+a. 2 D—BOX 46.7' 36.8' repaired or replaced. I 6. Any company employed to clean and service the septic tank and system.must be a permitted e seplage hauler,with valid standing with the New York Slate Department of Environmental Conservation w 3 90' BEND — N.W. 43.6' 32.8' office. Septic tanks should not be washed or disinfected after being pumped out. L9 7. Septic tank additives anon not be used in the septic system. Additives areunnecessary for the Y 4 BEDROOM — a 4 END CAP — S.W. 32.4' 52.5' proper operation of household systems and may cause the sludge and scum the septic tank to be discharged into the absorption field,resulting In premature failure. F. U 6. Do not dispose of excess household grease and fat in the septic system. RES/DENCE My 5 END CAP — S.E. 42.1' 59.3' 9. Whenever septic tanks are to be abandoned(I.e.when public sewers are hetalled to handle houeehad 5 _ p wastes),the tanks shall be pumped out and refilled with sot to prevent future collapse. S. P. 10. Do not pour or dump chemical cleaners(i.e.ammonia)in the sinks or toilets. 11. Do not discharge roof drains,or allow stormwater runoff to collect on the absorption field area. 12. No vehicle parking or traffic anal be allowed on any portion of the sewage disposal system. f1. 13. The sewage disposal eysten m is designed far domestic wastewater only,with the design al the �� • f. absorption field on the projected flows. Any use of the dwellings that has a greater discharge of il wastewater Flow than designed will require a redesign of the disposal system by a licensed Professional 5 A ® L 6-OUTLET POLYETHYLENE DISTRIBUTION BOX Engineer. O w/VENTED INLET BAFFLE&SPEED LEVELERS ai'aee The stomp °lele:eel:ig°°`wre of the assign engineer Is/«the intended wee only,and any change x a 15. The effluent cartridge tales shall be checked and cleaned it necessary during each inspection of the 5 cm septic look. A written record of the later cleaning(s recommended so to bolter monitor the amount of solids trapped in the later cartridge. Et 30' APPROXIMATE LOCATION OF TRANSITION _ COUPLING 2"H.D.P.E,TO 2"PVC PIPE, 11/ 40 LF 1 31111.11W— w/12"CLEARANCE AT PIPE CROSSING UNDER 4"PVC . sI - 40 LF I 90° 1,250 GALLON"UTOPIA"CONRETE SEPTIC TANK, © -- - --�— , DOUBLE COMPARTMENT,w/2"PVC INLET(PUMP DISCHARGE PIPE), el 8.0' �' ' 4"PVC OUTLET BAFFLE,EFFLUENT CARTRIDGE FILTER(SEE NOTE#15), ofi a 1 4"PVC OUTLET PIPE,AND GRADE ACCESS COVER VI re �o . APPROXIMATE LOCATION OF EXISTING METAL SEPTIC aiu END CAP-TYPICAL �� TANK,DECOMISSIONED&BACKFILLED WITH COMPACTED IMPORTANT l d®P11IE I GRAVEL,ABANDONED IN—PLACE o 1 I I DO NOT DRIVE OR PARK MOTOR VEHICLES 5: I I ON THE DISPOSAL FIELD W, 1� D R / V E CONVENTIONAL ABSORPTION TRENCH SYSTEM • 5 __�� 2 LATERALS,20 ELJEN B43 MODULES,TOTAL=80 LF er"s /^ INSTALLED CAPACITY=440 GALLONS(PEAK)PER DAY WARREN COUNTY TAX MAP {/226.12—)—27 z _ i/ AVERAGE DAILY CAPACITY=293 GALLONS PER DAY 4 BEDROOM RESIDENCE 5i I 95 MASON ROAD I • OF Np TOWN OF DUEENSBURY COUNTY OF WARREN STATE OF NEW YORK 5' `t d, t-ltgy 4� DRAWING NOTE: •0 . r�•°9 REPLACEMENT (iri'k "• ON-SITE SEWAGE DISPOSAL SYSTEM ▪ THE AS—BUILT DIMENSIONS SHOWN WERE DERIVED FROM ACTUAL MEASUREMENTS DURING Na069 ° AS-BUILT ° PLAN I. CONSTRUCTION WITH ACCURACY SUITABLE FOR OWNER'S USE. THESE ARE NOT SURVEYED To„,„:„,-;=may..! '_. DATE: 10/16/23 ISCALE: NONE DWG.NO.: 95m°son.dwg 3a DIMENSIONS. THE MAP IS NOT TO SCALE. KEVIN L. HASTINGS, P.E. no,r'ETIN,RY UNI',R SHEET 1 OF ) LIC.NO.076269 3 AMMO MM.,SCUM GLENS TIII.S.NEW KW 13803 - cis MAts°tJ 12-o,el> /0/13(Z3 i ( / 2" 1 _ SUlfL� I rn FIELD LOCATE EXISTING PUMP DISCHARGE 1 1 APPROXIMATE LOCATION OF EXISTING FAILED DISPOSAL FIELD, � PIPE, EXTEND 2" PVC TO NEW SEPTIC TANK 1 1 �®� TO BE ABANDONED IN PLACE (SEE REPORT NOTE #2)� (� I 11 �i 11 p Vv N ) I I � 1 APPROXIMATE LOCATION OF EXISTING 2" DISCHARGE PIPE v 11 1 / 2;j FROM AN EXISTING SEWAGE GRINDER PUMP IN BASEMENT, k 1 `7� 1 (Q�� ^L TO REMAIN IN SERVICE Cj lll����G 4_S/ . WOODS 1 '>. Il z a111 1 r � _ 10•uw � 1 � 11 LAKE WATER INTAKE W W I 2 QJO_ ) 1(OTHERS) _ W W - d Util -W W W W ` 8p(-r L LAKE WATER INTAKE \ Ill R 9ITP-1 b#95 MASON ROAD / o #9S : }} •' j1 EN1lI0 tl `MI DR/ VE K \ K \ ' q�qU (SEE DESIGN OSED ENO ES)TANKPTIC 1 10 1 ', 20'"MIN I Iy7tl�` 1 1 ' 4 BEDROOM // O , I \ L,-�a]l!/ 1 RESIDENCE / Q _J o 1 1 _ I 1 1 100'MIN T I 1 1 I 1 1 1 - T 10' MIN I I 1 LAKE G E O R G E PROPOSED REPLACEMENT DISPOSAL FIELD: W.S. ELEV. - 97.54 METERS (M) LOT AREA A I #93 i I INSTALL NEW D-BOX WITH 20 E EN B43GSF MODULES, 2 ABSORPTION. TRENCHES © 40 FEET EACH 0.40+/- AC. )- oV 11\ 1 O L 1 1 1 H / ( / ?OcO23 \ TO WN OF QUEEN k SBURY BUILDING& CODES