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SEP-0857-2021 r Yve Office-Use Only ° `" P.ermit:#: �G—P'- D6'2 �-- 2©Z 1.. l g.c CAu-m :r,>: . Permit Fee:$ S :742 Bay Road;Queeitsbury;NY'12804 :518�761�8256:w ww.queensbury .. P: net inVOICe#i . z2.1,4' .. Y I .. .. Ffvocl Zone? ev eyed By - SEPTIC DISPOSAL•PERMIT APPLICATION V U.vti crsrc o o ECEIWEn • Project:Location. \ 5 Pox 4 4 fin . .. DEC 0 3 2021 [I)) Tax Map.#: 3O3 .�- r- 61 - TOWN OF QUEENSBURY BUILDING&CODES RESIDENCE INi`ORMATIOIV: �Year:Built:. Gallons : #of bedroomsr .X gallons per l:=total daily flow --. -.. - . per:day _ _ bedroom Garbage:.;Grinder Yes, IV 1980:or older ; `1,50 l Installed:? (circle:ore).. 1981=1991 130 Spa:ar Hot Tub Yes No 1992-Present: 11fl` . .. . .. _ ........ . .:. _lnstalleci? {circle ane} 11® zz� / PARCEL INFORMATION: Topography . A. Flat Rolling: Stee :Slope: ra Slc _.P e: p : Soil:Nature: .: . Sand. .. Loam: .Clay Oth:er,.explain : - :: Groundwater :At.what:depth? \ Alls • - " ••• : . Bedrock;/I:mperviousmaterial .At_what deoth.?„-- ki IA • • .,.. Domestic Water Supply Municipal ^.Well Lake (if well or lake; water supply:from any septic system.absorption:is: ft.) Percolation Test.: Rate: 2 rip,;(,.. per minute per inch (test.to:be`coimpletedby°a .i. licensed engineer/architect). PROPOSED:SYSTEM.INFORMATION: Tarik:size* :.... gallons (min. size.1;000.gallons, add 250,gallons for each:garbage_cylinder or spa/hot tub System ::. Absorption':field•w•/#2 ston ft:.e Total length: QC) Each Trench: L� .... ft..: Seepage::Pit w/#3 stone ;How:many ... ..:;:Size:. . .Alternative System Bed or.other;type HoldingTank System Total.required ca acit ?' ... . tanksize: # of tanks septic-Application. Revised 0ecembgrz02o !::.. z• I,' :'• -. :::•'•:!:.: -I:-:H - . - ••• •• :•••••••••••..- ••••••• :. - . .., ..::. :::.-• . • :.:• ,,t CONTACT:INFORMATION:.PLEASE PRINT LEGIBLY OR TYPF.,•:PLEASEINCLUDEANI:EMAIL .:. ,••_: ......,............„:„.„.„.: „........ .... .. ... . ..... •. •AppjiglLt: (N , ., - Namos).:- )i6S n-e_. C_ - rck in •r . ., m,„,.,_,,.d,.,..0:,,c,,,,,z:,. . „ .c.c . ,..„,_,. ,_n -; ,•.... Cell P.Kpri:p.:-...z._( 5..y)),3L0 1— - [And,Li-riv- ('. a :):----iq. --s tq4 . .---- -:-.-Email • •••.'xst\ter' .ciAokic-itnE \\T-)‘eptY__ te-ur . . - • -- -- .„ - .: • 41 - ,Pritriarv.0wrierfsl:H n • Name(s).::::K. Q-79 V, eaf &U - . --- Mailing:Address,--C/S/Z:: \ \ --, r . 1.. 7C-E-tr) 5 .0C\:-.(... : . .• -').) cli.Ftifio.:_(j\-i ) --NI - , K5D . Land Lin•e:: .( Email:. . . . . . ... . . .„ ... .„ . .... Q.'..copcK.jf.:?lkiNo*.ww.40.porforrilp.4 by 0.00.04yow..000 only ,. .•• E'Contittot!, ..::::•::tonikt.:Naniet* ‘ (6's --(2_0-1 r "i-z2k I n Contractor Trade -Q-_0-1--1 C •- . •.- - -- (,-,--- c t•- - Mailing Addres,-.C/S/Z:(-7 .. L ou.otcr..7.....uoccrTC e..n f$ 6S1S•ifcali(.C.-..y.. . ' Cell Phcine:.ja,1_) )-3 Lot-(-)9.(74 5 , Loo..Litfe:. -,6A.73 ...L).!-7ci e- I.cici Email.::.1()i \G-e CAZI.A.D A-34-1(71.0-.-.‘-)OS g-e rii•C-. 1.- •CO - - • **Workers' Comp dtiou.mentation:imust-besubmittedwith..thiS;iiaPplitatiob” * .En inee : s ! Name(s)::-.• .• • I,,01\6,,... . . . .. W.0.\?,S.. .0 ,toe.et .,,-, ... .... . . . . •. . . . ... . . . ......... .... Mailing.:AdOtes.,;;CtS/Z•i._.. .. ... .. .. . .... . ... .. . '. . --,-).. ................. ....... ... . ....:. Cell Phone: (In ) -701(D -104ct Land.Line:: ( ) - • ••• " • ' •• .! ..i. . -Ernaik...... ... , . ... ..,. . .... . . . .. ... ... ... . .. . ..... ... ............... . .... .... ..... ..... :Coht4(t•Par$on•for:Compliance lr •regodsito this project'.• SecC . .cflark.,.ri., '‘,40\ ...C.-rr:ArNeet-', :neN - - C'ell'•PhOne.:--T-6.19t, )--)96- 0% . . . _ „Land Line: ( - •••• --.)-i•-----------------....•••••...•.••••••••••••••••-• • :••••••9:-: .. ,) . . Email:- . :'• :•-NOTE$;:..3.:,i:-Alarrn.system-and.associated electrical work must„be:::Inspetted:by..a.Tirciwr).:oppros/04..d:flectrical !!:i inspection agency,z.-Wg-wiji no longer alIciw.:steills..t0 be.Overed..fintil.tph:,4it*at:aria- ...;..bUilt-plan is received and approved The inAalled:systemmust match theseptic:]layowt:on.:filp-7-no.:*cptions, 3,:::As.-• b•pilt..deowing must be sUbititted-ptiOrte:the inspection, if there has bperi,a:chahge,0:•:.tg submitted plans,,.4.:ifi:for•poy reasop.,:thp:::44ilding.pprmit application is witheltawn.,•30.%pf:ihe:fee,1$:::),ealpect...hyttig Town of..Q.40•Onsbtiry...:Aftet. 1 year from 0..0.itoo4opiictiptloato, 10.0,%:.o.f,V)e,f:e0,18-:rotoind.... .. —DeclaratiOn:Anv-permit or approval grante'd.:Whi•ch iss,bAsoctupqn:pri$grantgcl.ip.::fe.Iioneg:upon:.any'rn.ate.riPt :-: :.,. .... ,... ...-......... ••.--:•.-. - r0OrOsehtotii)q•ot-f011(0.:t0.:rn'Ojk?•:,4,triateri4:1-ftt-or circumstance kh0Voiii3ks'Or...-401'behlt,Of rf::4•14.011cor)ti-Stioll•be; :1 yoid,:l have read (egujations,andagree::•10 abide•-biiIhese andall:reoiremOtts-Of.-:thoTown..14(114001.$114ry- ". Sahitpry:SoAtagepispospl•Orciinapce-, - ,- ••:.PRINT:NAME:..: \:.\).0 A 0tN. till' , .. . . .. . . . .:. .: -.. •:•.:.:-..-.- - • ' :' .:.: ••: :-.:,• ••••• - . „:,.• :::.-, ::::::.•::.:::-.--::.•::::.:- :::::::-::..---:.-.f • • ... •:.. ..-.:-..:' .:---.•--.. . . -... . -.-:.. . - :-: :...:,:::::::':.:ff:.,.:::-:-:':::-.:.,.:•::•:•:•:-:,•:-:::-:':-:' .- .::••••:•:•...'.'...,.-:.::::::.:-.:- ....:::::;.......:...ES!GNT14R .:.i -:7:.: 11:,:E:E : i.' ::. .: •: :::. ::::::.,•••:,.:•••••••' ' HI :1 - • !I: ...::: i:.':::•.!.:: .::' 'DATE:t•Ti.l...:',....:1 SepticApplicatipl ReVited:Deternber 2020. di& OF TOWN UEENSB LURY 1 Q 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) 0 All wells on property and adjacent properties shown p cV____ s'(Water line shown Municipal or well 10'separation to any part of system �C). `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 *Seepage pit 150'from well 50'from septic tank 4,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 system 24"to bedrock or mottling 36"within 1000' of Lake George _ "(Leech field 100' from watercourse or wetland s'(Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation 6 `�AN V8 % Provide Engineer/Architect stamp for bed or design systems ‘(f Department of Health Approval for all mobile home park new systems Flood Plain requirements 2' above established flood elevation to bottom of system \ All tanks anchored or 2' above flood elevation Revised 4/15/2021 N AT O W SEPTIC SYSTEM LIMITATIONS SEPTIC SYSTEM CONSTRUCTION NOTES b 1. The best designed and installed septic disposal system will eventually fail to function properly without TFe a .a, contractor shall notify the Code Enforcement Officer and/or the design engineer f "c adequate maintenance. Inadequate septic tank main ten a rice can result in clogging of the tank and p ,r •c Ao,k, eview the installation details and inspection procedures. Y& 1n sewage back-up into he home and/or Sewage overflow onto the ground surface. T-he failure fo 2 Trer "r no construction of anchor facilities septic systems) within 100 feet of a classified y yB iJ1 PLO L11�� V+lCt Cf� I periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption wet 1rc o, Drier body. trench by overflowing solids not removed by the septic tank. 3. Jo ra f, Tooting floor condensate, cooling water, softener backwash or any other drams shall be [� y subsurface sewa e dis disposal for a typical t a 2. This set of design plans and details Is intended to provide g p yp cc-��.rectec .he septr system. AF U - t the dwellings a - '+ - �- single family dwelling. No additions involving living or sleeping areas may be added o g -Ili ma .ricl to b aeon, loamy sand, with a stabilized In place percolation rate to be no less than '\ EXISTINGE?TlC TANK (NEWER) TO BE o without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional 1 n;h �:n o minute, rp• r;eo'er than 1 inch in 10 minutes. All imparted materials to be approved In r .1) ,1 p l) 1D w Engineer. The seal and signature on any drawing specifically excludes certification for future expansion or writ 1g by a licenSec Pr Lfessicn al Engineer prior to delivery to the site. RF-�SED, R�/V/ .,,CLEAN m field replacement. 5. ''ping material spec cations: �1 p�y�- '0 3- No garbage grinders allowed unless installed as initial construction of the house, and the Septic tank A. House to „e.1 Conk: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of STRUCTURAL,-�iW7C C7R/TJ>WATL RT/G(/TNESS w N size increased by p, gallons. "/4'per too„tic t 1 distribution box or effluent p p� solid pipe with /- /� /- `�- r �t Y y�tll 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be irpe of 1/8 per foot; ED ✓F NOT /-RL S�N/.`•� " p AND EFFL UENT FlL TER TO BE >= drained into the system. B pump It: 4" FVC schedule 40 - 5, [fie dwelling shall have water saving fixtures, Including but not limited to: 2 Sam shower heads, wutertlght urts, T p t C. Where Inp ailed, effluent pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe ,Jd" 20- - ru z low water use toilets, and sink restrictors \\\\\\ __ F; m,; P i 6. Observe water conservation practices. w tn.pressure rated watertight joints, pitched on reverse slope to drain Into pump pit; I /,, 303. 7. Septic tanks' shall be inspected annually to determine the scum and sludge, accumulation by the D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid. pipe, minimum slope r;/,, 1 61 SEP- 0 I W 85 - t D I 72 21 �> homeowner or a qualified septoge hauler. The amount of build-up noted at each inspection shall be o; 1/8" p Feet; -""-- ' CamPP.Jeff 0 Ig41gT (I C° m recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of E- SoDtic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16" per � _ - the scum layer Is within three Inches of the bottom of the outlet butte or Lee or the top of the sludge foo'. ca nds. I_ _ "r, �y I,ii Residential Septic Alterationis Park AvekAi) L Is within ten Inches of the bottom of the outlet baffle or tee" The pump-out clearances also chembee 6 Septic Tank to be ,n ions: _ ,' tank _ m any chamber in multi comportment tanks and to any tanks in series (i.e, Palms / Y P 9 i tolled level on a 6" minimum layer or compacted ravel or stone; _ __- a m tas wostonfive yea Lank or chamber fails the minimum clearance). Most tanks should be pumped out every B. 'eccst Concrete tank, dimensions and features as shown; _ T PROPOSED y I TRI pUTI N X u" 4' PVC tee to extend 18" minimum below f line, , above flow line; _ O S U O BO Y8. When septic tank is pumped, the, septic tank inlet connection, baffle/tees, house sewer connection, D. ti. baffle low line, 6' above flow line; tank outlet connection, and urn it if resent shall be inspected. An baffle or tee that have E raffle C 4 e tees to Get 3 d mirumum to top of tank, I -'-- _ minimum below flo pump p ( p > p y �� �.V � K - � IT o RESERVE AREA s deteriorated and no longer perform as designed must be, replaced. Cracked or broken lines must be F. Where r plastic effluent filter cartridge with wooden handle extension to grade. - ;, repaired or replaced. G. .,vers to be 24" integrated plastic or cast-iron cover, securely attached to tank. = a _ - - - r 'C c... �" 0 IF Se to Any hal er, ith6 val d standinga with nt�New State tank and System must be a perm-tted - � �,�. E Ycompany F Ye p - -_ - - ? u �� PTJ - p g e to Department of Environmental Conservation office. Septic tanks should not be washed or disinfected after being pumped out. Diis: L""•Ion box specifications: - A. Pox to b ns gilled level on a 12' minimum layer of compacted gravel or stone; _- - / 21, , 0 10- Sep` n n the septic system. Additives are unnecessary for the Le tank of house shall not be used m proper operation of household systems and may cause the sludge and scum in the septic tank i0 he B :e box, dimensions and features as shown; 5 discharged into the absorption field, resulting- in premature failure. C ATEiers to be installed in the distribution box and adjusted to equalize the flow 0 11. Do not dispose of household grease and fat in the septa system. cr` PT2 12. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handle xthe or non-woven filter fabric to be installed over the absorption trench areas to1. PROPOSED c� OCR /-7 "o household wastes), the tanks shall be pumped out and refilled with soil to prevent future ccltapse" "ref. ., G- of soil into the aggregate. A RO/-OJ ED A�'7U`>OR/-T/ON °- 13, Do not pour or dump chemical cleaners (i-e. ammonia) in the sinks or toilets. _- SEWAGE DISPOSAL AREA 14, No area 14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field Z 9 .7 vehicle parking or traffic shall be allowed on any portion of the sewage disposal system. NAN wHIA Y'3 Vr -.J LATERALS lam" `YOr ND rer�PEE o 0 16. The sewage disposal system is designed for domestic wastewater only, with the design of the s _ s MIN TO U m absorption field on the projected flows. Any use of the dwellings that has a greater discharge of - A,l HOUSE �/ 5 wastewater flow than designed will require a redesign of the disposal system by a licensed Professlc a' L mEs i - 9 yr/N TO RRORERT/ v Engineer a PE I NLET rPE � w '/°t s PE - /0 17. The stamp seal and signature of the design engineer is for the intended use only, and any cha ge er ax / /sLov"^I SLOPe1/8 eArrrE 1111 /, .. { 0 -- ., of use ival dates the seal. i ^-^ _ is-fir Ez'MN SUMP � / A WA TER � E� -� - - MUNICIPAL L g during P p P r. a1A V �� ., A A Z f" A --cord of filter clearing isbrecommended6so to betterthe of solids trapped ed6in6Lr. SOURCE The effluent filter 18 y >, filter cartridge. . E ,A F s p o ae ) T r IT.x OZKWTS riPENIN Designed gY TW SEPTIC SYSTEM GENERAL NOTES DPEPIPE 10' SEPTIC SETBACK APPROX LOCATION OF By a approval of the design engineer. written -B g P 9 1 o:.ucr. .1„�er Ds,a eutoN eoX,hR eRunu -- 1 There shall be no change on these Ions n advance of, or during construction, without prior EXISTING DISPOSAL AREA Town '- 2- The workmanship, construction practice, material standards, and inspection requirements shall comply SECTION A A PLAN VIEW r ,,,' a „, DISTRIBUTION BOX DETAIL r� with the latest edition's` of the following: � Checked gY TW A. New York State Department of Health 3 saa, NOTE' 1. "Rural Water Supply", 10 NYCRR APPENDIX 5-B, 1966, reprinted 2016; Approved�/ g 2. "Individual Residential Wastewater Treatment Systems Design Handbook", 2016; FINISH GRADE -LOT IS SERVICED BY A MUNICIPAL WATER SOURCE. Filename cam .dw s B. Local town, village, or city sanitation ordinance(s). 3. The following inspections of the septic system by a licensed Professional Engineer shall include: oRICINAI..crrooND suRFACE- e, -135 4. __ MAP REFERENCES: ,ir,L a A. Fill material, at borrow pit or source of origin (perc. test may be required); (If Applicable) , y...... rrri,,� ... �T?r�/a I 1 I. ;) /)A 0 B. Fill material, In-place and finish graded; (If Applicable) ( C. Prior to backfill of piping, tanks, pits, well seals, etc.; a KFILL 6'TO iz EARw HACKHu 1. Mopping In formotron taken from Warren County Rea/ Property G/.5, "{ r ;,, dd4«< ! Project o PEkMEANLE GEOTEx TILES I�'- - me,lolNr USGS Mopping and limited Geld measurements. 11.30.21 Q, D- Upon final grading of site. '� _ �� _ / pP 9 4, Any modifications to the septic system design Shall be ,performed b o ice s d >ess > I -_ e 1 ,�' " r f_ rr :.r d s"�t P:1 � A�{ �� x( �>z0�, � ✓,'. PERFaftanoNs(oowN) eer a"PERFORATED { \ "� � N ^,p .,KF::':3 W an a5 a..�u1., c:r < L Uflai PIEE 1Lr 1ee�%z�Wty/ 12 WASHED CRUSHED o _- � e -0 5. The Install A Tien .,nitro tL AT-.'.. Us ,!: - , distances to each of the septic System components, as measured from at least two different physical sfi mN - F sTowe 1 1/2" I"' H - r M 1/1, .. Np.` ' L ✓/ OR WASHED GRAVEL MIN.. - ,I 1/.,2 PER FOOT -' landmarks (i.e, foundation corners, well cap, boundary markers, etc.)- This record information shall be UN,2 ' /r r✓ I f LIP Ta te'MAx. Ir i/V w 1 SITE PLAN T v. ✓ i IJ\ 1 L 1\\I A Lt> l," "� YO e furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of p,. - = f{�'a• ,l z '2.'�ti_I FC the dwelling. 1 l 11 6. The septic system designs are typical size requirements for the number of bedrooms ,Ted In the 'Re Mw unIDISTURBEa cRounlD LEVEL TRENCIi BOTTOM 1 =3D '�" AD o design charts, and are based on established design flows and preliminary soil percolation LUNDISTURBED GRouND L i �' determined In the field. The installation contractor shall immediately notii`y the design engineer Of If,, W -r RocK I •- 011 field conditions which deviate from the information as shown on the approved plans. �- l.f ^..,«,<."«. 1 ''Y �Y v-�Y Y x Q77253 � ......,. <.,.,_ J'n 'W 7. The septic system designs shown were sized in accordance with the New York State Departmer.; %H TRENCH PROFILE �dV �?�ESStONP 1.DO NOT INSTALL TRENCH IN WET SOIL. c g y 2-INSTALL TRENCHES PARALLEL TO CONTOURS. 100 MINIMUM (2D0'MINIMUM To ANY UPSLOPE DISPOSAL SYS OEM w Health standards, and local re ulntor codes, as applicable. 8. The home Owner Is referred to the [-]earth Department publication (Note 2, paragraph A.2 listed SECTION VIEW 3.INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. ____. ........ ......- _- _ ) "TREN CH_LENGTH-SEE BASIS OF DL_SIGN&LAYOUT DETAII. 10"MIN.+II 4.RAKE SIDES AND H01'TOM O4'TRENCH PRIOR PLATING GRAVEL OR STONE. - o O above) for the recommeded procedures In system Operations and ma ntenan Ce_ 5.ENDS OF ALI..DISTRIBUTOR PIPES MUST RE CAPPED E 9. the design engineer shall be relieved of liability if the home owner fails to mountain the septic systcrY. 6.SLOPE DlsralBuroR PIPE w /e' /sz' E oo E'MINIMUM "� Z NOTE.: THIS DETAII ILLUSTRATES THE MINIMUM REQUIRE w w N ABSORPTION TRENCH DETAIL-TYPICAL p in accordance with the Health Department guidelines arid/or the limitations listed on this r�' '::alsds 20 MINIMUM RU AD LOU DISTANCES FOR SANITARY FACILITIES ON A ri r1 to exceed the design flows, or modifies the system in any way. -- BUILDING LOT. SEE SITE PLAN FOR LAYOUT S DETAIL 4 - - 10. The home owner shall immediately notify the Health Department if the septic system h x.r.a WHICH MAY BE GREATER THAN SHOWN w THIS DETAIL. iD'MINIMUM IS'MINIMUM O F.F.ELEV. -- FANLIKE RUNOFF DIVERSION SWALE '+ O C O 40 LE-4"PERF.PVC ABOVE GRADE USABLE FILL MATERIAL: T \ \ E\ =! \ �T spa--a51 1s"/PT. LANDSCAPING: 6' MINIMUM \l `\ � � i�( ,�)�\ MAx.SLOPE .o QUANTITY Fe TOTAL JJIC-ri PERCOLATION RATE TO BE GREATER THAN 5 �I TOPSOIL.w SLED&MULCH 1 !\` i SEE GDESIGN o ftFNRI'., �MINU TES, UP 10 A MAXIMUM OF 10 MIN/INCH z 1 MIN (SEE _ ISHED GROUND 12,.MMAX. / MIN. ( 2%MINIMUM R E-) TIN FINAL.GRADING BLEND EDGE OF FILL MATERIAL TO YP 'oP ~''' X ! _- --- �i '`�' \)L-=� ui �c MATCH EXISTING GRADE 1=lIIL r- I. III-III E _ _ - -/ �j --(�- 31 JI TL II=III I�_H IPO II 11 FII I��I Ii��i' ,� 111 E1�71E II _� Tr. .��"`�"y..: 3'1 �� /�� � :v ORIGINAL GRADE -- P ;o ::..Y ''� 1"y, "I llrg"-Ts.s,.. 1/4' FT MIN SLOPE �� ��:-. -�Jf��IND CAP V/ W /� r II F"ILL DEPTH: t" TO 24' RANGE 4'SOLID PVC SOH-a0 --.._ _ � -�-�L r/'t' IF o .�tf a 0 .. 1I r < Jc Cr SOLID PVC SDft 35 1 SEPARATION O ABSORPTION Tf2ENCH-- U IJ�'' '"" 4"SOLID PVC SCN-4D /e /FT.MIN.SLOPE 48 MINIMUM DEPTH TO BOU DARY CONDITION N m USFlBLE SOIL: 24' TO <66' DEPIFI -.-. .............................• 'NAIL 4' O" 2-D DUAL COMPARTMENT �••••�•••� • w (SEE TYPICAL DE. ) _ 1 TO 60 MIN INCH PERCOLATION RATE _ 1/a"/TT MIN"SLOPE ), /. ,,y �� /. �7��/ 'Syj�' y itz Q� / Fuu DePTH eAFFL,w/PORT(SEE NOTES) ---... _ /L,✓/.�.IYL<..� //G/�L /.�..��" �Liy/>�� i ?,., L� z MIN. MAX. sEP/r'. '. 1x� BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE_ `GATA ag M ./ I,^ :, ;3'., '':'tdDITION ' -- ''= '' SEPTIC TANK CAPACITY N i yj/ _ Via' 2 zo 24"INSPECTION o { i a"ouTLFT PIPE AMRER of De_IGN MINIMUM TANK cAPAcut.=z!loulD suaFAce AREA WELL SEPTIC DISTRIBUTION ABSORPTION FIELD / y_,_, .....�,<.:,_, ...._ ,,,, .: 4'WEFT PIPE covEa(TIP) /s"/rr.MIN. BE',RooMs ELow DWELLING N J m ,......,<.,.,,.,•,.•...<.,..<.«<.<<.....,..<. .<....,.,<,,,,..,...<<<<,<,..,...<...<.......<.... ,...,._•.................. ....<<..<,<,.,,.< 14• FT.MIN. ,: " SUPPLY TANK BOX TRENCH SYSTEM �C ( W 0- �YC�� .... <<.«..<<<.....<..<......,,. ::1:::::::::::::::::::::.<..... ..... ....... .<. ..,.....<...<....,<<,..<. / / - .,I.01 F W/O GARBAGE GRINDER� A/GARBAGE GRINDER AA'' 'y'zjY'Y'�7A� ,.... <..V<,<• , .<< ......<,<..... ,r• Al F"/,;(`7j �/�// ''T`Ai"l ....<., SLOPE--..- / .._._ W - ��/i�//Q//✓i/� / / <rrr, \:'.".r-r�T G �Y��y i �� ?t y � r TYP. l 1 J .._Q o cP0 �coo 2/SF. L15o• 34 s.P. BAFFLE( ) � LL J F NOTES 0 GPD Opp 27 F F i,25O. 34 OF SANITARY FACILITIES-SCHEMATIC DETAIL a THE PLACEMENT OF FILL MATERIAL OR THE CONSTRUCT"ION OF ABSORPTION AC IL, E::; 'v ` `-< '. ". Cr '+I:: A' "'..;RE CONTENT IS HIGH- A} �A 3 - o `- 2- ALL TREES AT 'IHE FILL SITE SHAI...L 8E CUT AND STUMPS REMOVEC. - a 44p caD 50 'a OF 1 00• 40 sr. xa.s. BRUSH VINES, WEEDS, AND GRASS ETC SHALL BE CUT '1'0 GRADE ADD REMOVED- - 4. FILL SHALL BE PLACED ON 1'HE SITE IMMEDIATELY AFTER THE..SITE HAS BEEN PREPARED- �� 1, � � W u- FILL SHALL BE DEPOSITED ON THE SITE WITH A FRONT-END LOADER OR PUSHED ON BY USING A TRACK TYPc Ir. - W'o, '-- r-< E INLE &OUTLET a c EEI MA If N N �" LOPE SiD_. USED INSTEAD OF CONCRE'E BAFFLES 6 FILL SHAH, BE PLACED AND COMPACTED IN SIX INCH :JETS; DO NOT OVER-COMPACT THE RI L MATERIAL J W c 7. THE RESULTING PERCOLATION RATE OF IHE FILL MATERIAL SHALL BE GREATER THAN S MINUTES, UP TO A MAXIMI.N -r' t INCH. *puAL COMPARTMENT TANK a GAS DEFLECTION BAFFLE REQUIRED t� 8. THE REQUIRE'U ABSORPTION TRENCHES SHALL B�CONSTRUCTED AFTER THE PLACEMENT OF ALL NECE SARY FI NA -'A. 1ENcrFr 9. THE BOTTOM OF ALL ABSORPTION TRENCHES SHALL.NOT BE ABOVE THE ORIGINAL GRADE, PREFERRA Sly INCHES v_CAT. PLAN VIEW BASS OF DESIGN SOILS 10.SOME TOPSOIL MAY BE ADDED AT FINAL GRADING TO IMPROVE THE SITE DRAINAGE. Cf 11, DIVERT ALL UPSLOPE RUNOFF AWAY FROM THE DISPOSAL FIELD. NOT!ts a .EvauENT FILTER TEST PIT RESULTS: 4- SHALLOWABSORPTION TRENCH SYSTEM DETAIL (S GRAD ACCESS ROVER G S CARBIDE GRINDERS ARE INSTALLED AT THE TIME OF HaAN G R TWOCTIQN, PERCO ATi ON TEST _I FINISHED GROUND A GAS BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK,OR TWO p7�p �ry 7Tr' ZIT.. ,_. (SEE NOTES) IANo'IN SERIFS,SRAI-I..BE PROVIDED TO ANIMIST THE SOLIn CARRYOVER TO THE 2 BEDROOMS AS PERFORMED ,Ly JEFF HIANCINI w 1 AesoRPnoN AREA DISPOSAL nEID. (A IIIA o 4"OUTLET PIPE ON LOVE [3', 2021 w/BS SEPTIC CLEAR 36° PF RCOLATON HOLE (PT) O a INLET PIPE 12 (OVER MAX, 'TOP' 1/8"/FT.MIN. 2.3"MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET. Percolation rate = Stor ill2ed ©SPLIT (actuol) RUN FT.MIN. SLOPE Percolation rate = Use 6-7 min. for design. NUMBER Z 3 LANE SIZE REQUIREMENTS r'DR MORE THAN SIX BEDROOMS(EOUILSMENT ON A 50%RESERVE AREA �I 6 MIN. '_..-.- OF SURFACESHALL AREA FOR EACH ADDITIONAL TEST PIT NO. 1 24"DEFP 24'DL.EP o Sr ORE "" -� )SHALL RCALCULATEDFORCH BY ITIO AL 250 DROOM, A AND SEVEN GRINDER Feel Application Rote 1.0 gal/day/s.f. BE.ANSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOMFOR DETERMINING TANK 0-30' BROWN SAND --- T qV�/YA�//rY����/���o�/��� 16"MIN. 18'MIN. .I s¢E- A HOT TUB/svA SFKU D BE CONSIDERED EQUIVALENT To AN ATUHLONAL For- 2 bedrooms per dwelling 30"-41 DF K GREY SAND 1 PRESOAK x ' 'w - ,f _ i H Use Q = 220 d WA P BROWN _.........___ _ AT / j%��% //%��//�,/j��� � BED OOM FOR DETERMINING TANK sl[E- 49'-69 'JF K BROWN SANDY LOAM W/COBBLES D-BOx - © gp 2 1mur-m-, 2min-31CMC_ C, w „ a.E',FLUENT FILTER, POLYLOK' BRAND OR SIMILAR PRODUCT To BE NO J LNG _ } : ' RA :. w ADDED TO THE SEPTIC TANK OUTLET EFFLUENT FILTERS WHEN ROOT-I 0 .GAP ` ? PROPERLY MANTAINED CAN EXTEND THE USEFUL ure of me DlsvosAL FIELD. Au 220 gpd `" 3 ( 2min-26-C. 2min-52sec. 3 _ -- --- - -END CAP(TYP) (TYP) -'H.00R - SYSTEMS ARE SUSCEPTIBLE TD CLOGGING BY SOLIDS CARRY-OVER.LEADING TO A ....._..____ COQ FILE_ Rr +2'.)!ViLY START @ 5O" -- --... O PDT IN ATTIRE FAITLURE. IF INSTALLED,A GRADE ACCESS COVER SHALL BE PROVIDE FOR PERIOD C N PECHON&CLEANING OF THE EFFLUENT FILTER DEVICE 1.0 gp f 4" ( 2min--49sec. 3min 165eC. -ABSORPTION TRENCH-T';fi fi MIN.CLEAN SAND PEA ` - ^ry-- o o f srONE OR WASHED AccREgv '� GAS LIFE IEs A= 220 sfd s f f STABILIZES PERC RAZE = 3minutes 68 Watelvi FaN �� M 5 3min-065ec 3min 02Sec. ('�Ir` I""jlp l('1 r AE NOILSnoN ears �2' (J C n �{tG niv,BLE As sNGLE coMPARrMENr TAJJK -. 220 s / 2 s / t ew DrNe S u Aogn Spr1n a NY 12866 o _ SECTION A A 151815H1 J0112 v +. a ':VA1LILABLE AS DUAL COMPARTMENT TANK B ITT)11.✓Ed% 4Na es D Fly p Llpl1'I rANrc cAVAarr LENcm wDTH WEFT Dun ET IFmcHT wAI.E roP FLCliR LQ MANuf ncrurzeR wroRMAnoN 3 trenches ®40 ft. each = 120 LF PROPOSED e a n ON NOVEMBMRD BY JEFF MANCIN? a � _ _ _ L 110 ft trench required o .- - BER 23, 202t._CLEAR 38° "> _.:._._ ----: SEPTIC TANK DIMENSIONS -- Sheet No.y fe "coo 8-8 1/2 5-0 I/2 4-9 4-6 5-6 3 4' S" o-" FORT MILLER CO.,SEAMLESS Of 1 1,250 10"-2" 5--3' 4 9 4 & 5'-6" 3" 4 4 48 FORT MILLER CO-,SEAMLESS I _ -._- _ --- Drawing No. so "boo W-F. 6"A- S'-i" 4'-or 4'-or 6-Y 6" 8' 6" 49' FORT MILLER CD.,HEAVY DUTY Z ABSORPTION TRENCH LAYOUT DETAIL 2 N.T.S. 5 SEPTIC TANK DETAIL-(IF NEEDED) W E_O O 1 xr.s. WARREN COUNTY TAX MAP #303.20.-1-61 WARREN COUNTY TAX MAP #303.20.-1-62 Timothy W. •r ales, P.E. CONSULTING ENGINEER 68 Waterview Drive Saratoga Springs,New York 12866 Tel:'(518)704-2480 January 4,2022 Campp Residence 15 Park Ave Q ..'D'FD°c- 24 Zl Queensbury,NY 12804 -- —_- Re: Sewage Disposal System-Engineer's Certification --- ; 15 Park Ave l iFEB 0 l 2024 1 Mr.Campp TO`,\:I The construction of a replacement sewage disposal system for the residence=at the above referenced location Tax#303.20-1-61 has been completed. The installation was completed by IBS Septic and Drain Service on 12.21.21 As the engineer of record,I certify to the Town of Queensbury as follows: 1. I am in fact the designer of the system. 2. I am personally familiar with the actual site conditions and in consideration of those conditions the system was designed in compliance with the Town of Queensbury standards requiring two feet of separation between the bottom of the tile trench and the annual high-water table and Part 75A of the New York State Department of Health Sanitary Code Manual. 3. Wales Engineering staff, under my direct supervision, inspected the system at the time of construction and I have personal knowledge that it was constructed in compliance with the design. Further, there were no field conditions encountered during construction which deviated from the conditions observed at the time the system was designed. *Existing septic tank re-used(replaced recently,effluent filter installed) 4. Wales Engineering prepared an asbuilt plan (see attached) depicting the septic system as it was constructed, including measurements from: building to tank,building to leach field,tank to d-box and leach field dimensions.Inspection performed on 12.21.21. If you have any questions or require additional information,please contact me at your convenience. Si • ly, imothy W. Wales, PE AS BUILT Lisc.#077263 XIST/NG SEPTIC TANK o' 303.20.-1-61 303. 16.-1-6.5 a ', f f _ `rage o 303.20. -1-78 ___. r ..._ B `�I DISTR/B UT/ON BOX � � rr Ti bdrm 0' A- „' i 303.20.--1-62 303.20.-1-74 i C ,-;-•;, _,__E lown �� /PF P ' ,PF S RECORDED AS-BUILT DIMENSIONS i Nt STRUCTURE DIMENSION P:A1 303.20.-1-63,icit i A-C 22' A-D 31' C 10' SEPTIC SETBACK A-E 60' SEWAGE ABSORPTION A-DBOX 58' DISPOSAL AREA -3 LATERALS @ 40' B-C 38 -20' TO HOUSE B-D 51' - 10' TO PROPERTY LINE - MUN/C/PAL WATER B-E 62' NOT: SOURCE B-DBOX 55' -LOT /S SERVICED BY A MUN/C/PAL WATER SOURCE Note: THE -AS-=B-UILT=-DIMENSIONS SHOWN WERE TAPE MEASURED DURING CONSTRUCTION WITH A.CCURAC" SUITA.BEL=FOP `cWNER',S ',USE. THESE ARE NOT SURVEYED DIMENSIONS. FEB 01 2 2 1 _ I Camp Residence I AS BUILT _ 15 Park Ave Town of Queensbury-Warren County NY ON-SITE SEWAGE DISPOSAL SYSTEM AS-BUILT