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SEP-0323-2022 SEPTIC DISPOSAL PERMIT Office Use Only tl5 I i�1 Permit#: Q ' O-j23 20 DTown of Q censbu q, Permit Fee:$ MAY 25 2022 Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.ne: TOWN OF QUEENSBURY Septic Variance? Y N BUILDING&CODES Flood Zone? Y Wetlands? Y Reviewed By: Project Location: 3 c2 Oh /u 4ve.— Tax Map #: 3v i., l 3 - I c2 ) RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 `go 300 Installed? (choose one) ❑ or 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 _ Installed? (choose one) El I PARCEL INFORMATION: Topography Flat Rolling El Steep Slope %Slope Soil Nature ►1 Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? N 14- Bedrock/Impervious material At what depth? N I' Domestic Water Supply gMunicipal ❑Well ❑Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate:/#+,.i/o Ier minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size / ova gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field w/#2 stone Total length % ft.; Each Trench 3(-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 April 2021 I CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): 3crwle5 /vod' ityt-rr✓1 o Mailing Address, C/S/Z: 3d L)liv /},,� 4r�it'84Yli,/ !U`' l Cell Phone: ,5/V - XU - 5rowo Land Line: Email: 3(1. e,s LA0,iw',i-✓' 107 ipS & yaw-u,, Cov►l • Primary Owner(s): w Name(s): P 1 4V Ir e_ (r yyvey 10,N,- t. --v" �,� l��'�� Mailing Address, C/S/Z: •3a 01,p o b )4 Q�ee � Cell Phone: Land Line: Email: ❑ Check if'all work will be performed by property owner only • Contractor: Contact Name(s): Sep.V\ t-elwl P$ Contractor Trade: e 1 r A v&J r K cJ Mailing Address, C/S/Z: Pb go., 33e)- Cor,4-i1,- k1/ Cell Phone: .511 - tv SS)_ 7/ -7 Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): (,J'c,,lte, e',•,e .seer, ✓<j Mailing Address, C/S/Z: kp c 14)4 iNe_ruiee.) l e_ SA_r&h' c., W ti4 Id cio(o Cell Phone: Land Line: S) - 5 V - bo al Email: Lvalt's evlbg h y rah• r/.. c owl Contact Person for Compliance in regards to this project: V e2 WiG`vie, v, i Cell Phone: Si 'S - 1 ct LP -1 Dq9 Land Line: Email: NOTES: 1. Alarm system and 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. 3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. 4. If, for any reason, the building permit application is withdrawn, 30% of the fee is retained by the Town of Queensbury. After 1 year from the initial application date, 100% of the fee is retained. 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:CJG.wves Iv br.'-r'/` SIGNATURE: '� J DATE: S/7tIio_O��" Septic Application r Revised April 2021 -44._ro • TOWN OF LIEENSB LIRY Q 742 Bay Road, Queensbuly, NY. 12804-5902 Septic System Checklist '1Plan to scale l/ eceived Deep hole pert test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) /"(/All wells on property and adjacent properties shown M.) tA-1014"--9 'i$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 AJlASeptic 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 eech Field 20'from foundation 100'from any well 10'from water line '*'Seepage pit 150'from well 50'from septic tank Seepage Pits 3-times diameter apart //4 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland ll'distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George igLeech field 100'from watercourse or wetland 4A-Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from �{ Foundation (' l�-1 Provide Engineer/Architect stamp for bed or design systems J)tt Department of Health Approval for all mobile home park new systems Flood Plain requirements 2' above established flood elevation to bottom of system PO All tanks anchored or 2' above flood elevation R e.vi teal 4/15/9021 ca tT SEPTIC SYSTEM LIMITATIONS d 50'MINIMUIr> MINIMUM TO ANY UPSLOPE DISPOSAL SYS IEM) 1RENCH LENGTH SEE BASIS OF DESIGN&LAYOUT DEI-AIL t0'IAIN. w 1. The best designed and Installed septic disposal system will eventurlly fall to function properly without an result in clogging of the tank ❑rid toes MINIMUM zoo' O ' sewageadequ backbac cleante into the tome and/or uEte septic tl eparg is maintenance of ground surface. the failure to - - - P Proposed v periodically p y clogging f the sail that surrounds the absorption m trench by overflowing solids not removed by the septic tank. NOTe THIS DETAIL ILwsTRAres me MINIMUM REQUIRED w Septic Setback Distribution Box 2° MINIMUM SEPARATION DISTANCED SITE FOR N FOR LA OUT UMETIES ON A - O 2. This set Of design plans and details is intended t0 provide subsurface Sewage disposal for O typical BUILDING LOT. SEE SEE PLAN FOR LAN T DIMENSIONS WHICH MAY BE GREATER THAN SHOWN IN THIS DETAIL. o > -L Single family dwelling. NO additions Involving living Or sleeping areas may be added to the dwellings r 10'MINIMUM 10'MINIMUM 10 min .o without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional wl u�* o Engineer, The seal and signature on any drawing specifically excludes certification for future expansion or T3 Approx location of existing failed FF ELEv uPSLOPE RUNOFr-DIVERSION swnLE ° n L �.9 ,-» //h ° field replacement. seepage pit. Pit to be UnCOVet'i@d and _ �SRR 3 P E.PVC w 3. No garbage grinders allowed unless installed as initial construction of the house, and the septic: tank ' m size -r'cased by 250 gallons. } (� �+ } �[ \aAA%I �\ TTA) - Ih �Fc- -ss 1ERe"/rT. ., 4- No sump pump, water softener backwash, spas, hot. tubs, whirlpools, or condensate waste shall be Existing Septic Tank pump dean of existing materials. s �� i�I))�I)II SLOPE �. a N (n '\\\\`\\_ GT FINISHED GROUND 12 It OR Q drained into the system. including but not limited Co: 2 shower heod�, to remain Baekfiil with suitable material, �%`� 'z"MAx. 5. The dwelling shall have water saving 'fixtures, g gpm 0 _ compact m lifts to minimize settling. -- --- -- . . . . -- 7 > low water use toilets. s 6. Obsarve water conservation practices _ z 7. Septic tanks shall be Ispected annually to determine the scum and sludge accumulation by the ..►- _.rr- - ' v '� a sot.F Pvc SSH-ao - -- - -- nr,GAP w homeowner or a qcouldaJ sep Cage hauler. The amount of build-up noted at each Inspection shall be o- "-- 1/a/FT Mw.SLOPE °1 r SOLID PVC CDR 3s sE ARATION: recorded and main fain ed in a record book- The septic tank shall be pumped whenever the bottom of "'� ) / Va /FT. w SLOPE MINIMUM DEPTF.To BouNDARv conoinoN o the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the siudge ,�- `"'/ 1 v 0.14 Acres soup PAC sc o - J a/S/Fi MIN.sLOrE - j'G>\ -„ is within ten inches of the bottom of the outlet baffle or tee. the am out clearances also o to ! m/r?.L „m /a`)l> 1 P p P P y ✓ F., l T✓ s ?!. y %,...,�i�b Ai! �� �✓ L -, .TE v m soon aeon tank or Chamber fails the minimum clearance Most tank should all tanks/chambers /,� � I i ^' t4 W .." ) y in multi-compartment' tanks and to any tanks in series (i.e., pump out '� q E - y ) be pumped out every Tp7 _ two to flue years. ✓ WELL DWELLING SEPT"IC DISTRIBU9-PON ABSORPTION FIELD ----- p SUPPLY TANK BOX S. When septic tank is pumped, the septic tank inlet connection, baffles/teas, house sewer connection, �Ii PEE Proposed BED � TRENCH SYSTEM II � � � A?, J�Iji to THE p Any broken Sewage Disposal Field SANITARY FACILITIES SCHEMATIC DL IAIL �;> Y i �„ fl deteriorated dcennd connection, olonger perform an designed present)must be ereplacedted Cracked or Mines must be © ,1i1 i ,,J(., Ili --(_ _ - :J p A ,. , I,,)f IIII .°�f�.. 1 11).) )( s repaired or replaced. a 3- `t N.TS, ! .- 9_p AAny company employed to clean and service the septic tank and system, permitted ,..•^' 3 /O te/`OIS `32/f " 1' 4 =" se to e hauler, with valid s P y ys rnus e a er r� e _ tanodinbe with or State Department of Environmental Conservation „_�I -- p I � a office. Septic tanks hould after being Dumped out. T '- - - 20 myl7 t0 /JOUS2 E Ii ° 10. Septic tank additives shall not be used In `he septic system. Additives are unnecessary or The O _ 0 - 10 /Y7//7 SetbOC/l t0 /J/"O/Jerey ///7e p� �� LANDSCAPRNG, 6' MINIMUM proper operation of household systems and may cause the sludge and scum In the septc tank 'Lc. be _ - ° discharged into the absorption field, resulting in premature failure- _ / -� IOPSoiL /FFD&MULLH L ___ o 11. Do riot dispose of excess household grease and fat n the septet system. C/ TC''!N�� __ - 5 �� (sTm o ,uN) ° 12. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handle ORIGIN - __- ..... R SERVED_-I O-° household wastes), the tanks shall be pumped out and refilled with soil to prevent future, collapse. --- �. AI-GRADE say FxPANSION w 13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets. ,j;%f %,` -''/-L 1 o d 14. Do not discharge roof drains, or allow storm water runoff to collect on the adsorption field area. a_ 15- No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system. 16_ The sewage disposal system is designed for domestic wos'tawater only, with the design of the o o LG oa i USABiE SOIL 48"MIN.DEPTH hap e of NOTE- I ��_p AR A'11To 60 MIN INCH PERCOLATION RA'!E _ absorption field on the projected flows. Any use of the dwellings that has a greater disc g Wastewater flaw man designed will require a redesign of the disposal system by a licensed Professional - EXISTING SEPI/C TANK TO BE PUMPED CLEAN AND REUSED. ABSORPTION TYPICAL TREFAIIi �M- / g Engineer. (sEe TrPicnL oEral) a'-D L'-o' 17, the stamp seal and signature of the design engineer is for the intended use only, and any change TANK HAS BEEN RECENTLY REPLACED. INSTALL EEEL UENT F/L TER 24"MINIMUM DEPTH TO BOUNDARY CONDITION GR DUNO WATER BEDROCK '.N 1 RMEA©LC- ST < 11 24' MINIM CONDITION 'o of use invalidates the seal, C and cleaned if necessary during Ranh ns ection a• septic tGna. AND REPLACE PIPING TO NEW D/STIR/BUT/ON BOX. 18. The effluent filter shall be checked y g P P 7-,�,y.v / ,T„v v0° w d in me - EXISTING SEEPAGE PIT TO BE PUMPED CLEAN BACKFLEED « 1,.,., �: ; ,A'nry 0 71 - E o A recard of filter cleaning is recommended so to better monitor the amount of solids trapped , .�.,_may.=/i i r, �i i i,i i,T T,.� � `T,/; T i T7 J ;m., ,✓i � �!..�(.�� 2.�'llz�2a > filter cartridge- WITH A SUITABLE MATERIAL AND COMPACTED IN L/FTS TO MINIMIZE z wT SEPTIC SYSTEM CONSTRUCTION NOTES SETTLING ABSORPTION � C \ ° 1. The installation contractor shall notify the Code Enforcement Officer and/or the design engineer AUSoi\�TION TI\ENI�I I/ > I j-1✓` 3 - RESIDENCE SERVICED SY MUNICIPAL WATER SOURCE. n -- - Designed BY TIN prior to work, to review the installation details and inspection procedures. 2. There shall be no consirDction of sanitary facilities (septic systems) within 100 feet of a classified - OWNER TO BE NOTIFIED OF ANY LANDSCAPING REMOVAL PR/OR S ° Drawn By MCj x wetland or water body. TO START OF CONSTRUCTION. .. 3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be nne Led stem v COnCill mat rill te,enoran, l than 1 inch In l0 minutes. All Im opted rYlatn rat tt Je ❑ -OVss M~� R�FEI�I_I��ES. ANISIiGRADE Checked BY TW E P y - or;raNAL ceouND suRFACL n d min als 3 4 Fill material to be clean, loamy sand, with a stabilized in-place percolation rate to be no less than greater ppr I r r> Approved By o writing by a licensed Professional Engineer prior to delivery to the site. --- 1.Mapping taken from Warren County GIS,Tax Maps and limited �r rYi s s. Ppiny material Bpeaifcauons: field measurements. rixr� n�i������ m Filename A House to septic tank: 4' PVC schedule 40 solid pipe w,th watertight joints, minimum slope Of SITE �� z of s O v l r, __ Ail RAIHIPL i/4" per foot; OVER PIPE a T I r _ PIPE JOINT B. Septic tank to distribution box or effluent pump Olt: 4' PVC schedule 40 solid pipe with 1 -20 V T a Project No. 22-229 o Afdl ✓(I ' I ),*'/ ti,.3. PERFORATIONS(oowlJ) watertight fonts, minimum slope of 1/8" per foot; c'PERFORATED I l ,l" 3 V o C- Where installed, effluent pump pit to distribution box' 1 1/2" PVC schedule 80 solid pipe PIPE ItH I.O „i i Wr Fn cell,YFu rated watertight Dints, ached on reverse slope to drain into pump az"MIN VA i rr d o /a" 1 1L i r PiPL SLOPE®1/1e'TO rojeet Date 5.18.22 with pressure 9 PI P P P p t: a 'r' F w it \.. As rll r,RAVEL MIN. L i3 r ,,/I P ` D Distribution box to septic field absorption trench: 4" PVC Per-35 sol d pipe n rrurr, ,Ir„ca I,iin NOFft r , i o uP to rm MAx '/32 Pf,a cool o E. Septic field absorption trench: 4' PVC sdr-35 perforated pipe, maximum slope of 1/16" per E V) UNr IOR, toot, cap all ends. z MIN D T S,1 oiND �I FVL11RENCB BOTOM ED 6. rkodldl Septic tank specifications: w A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone{ sriwr/LcocEa i t m B. Precast concrete tank, dimensions and features as shown; > ntnm / .-v /y„i/ii!. T Ins TRENCH PROFILE rh� K��S `o C. al et baffles or 4 PVC; tee to extend 16 rn inlet um below flow '�In e, 6 cbove flow line; /fir / � vO tiv. 'J NG IIRE.0 l P IN WLT COIL. �. L I.STAIL If2ENCHES PARALLEL TO CONTOURS. SECTION VIEW IK 5 -STALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. LAG 5 D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, d' above flow line; E. Free air space above tees to be 3" minimum to top of tank. c 9.RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GI?F Vfi OR CTONL O1 IYED F. Where installed, 4" plastic effluent filter cartridge with wooden handle extension to grade. s_ENDS oDI ALL UrOOISTRT6PE PIPES MusT BE cARfO 071165 a.SLOPE DisrnlaulnR PIPE®1/15'-T/sz,"PER vooT U G. Grade access covers to be 24" integrated plastic or cast'-iron cover, securely attached to tank. HL� --TT ��77 pp AB�oI/LJ ION ,C.fist i�i-( DETAIL TYI-I(.AL 6' ��OF8e57{'`^''a� / If q j 7. Distribution box specifications: ,a A. Box to be installed level on a 12" minimum layer of compacted gravel or stone; a` B. Precast concrete box, dimensions and features as shown; - a C. Outlet speed levelers to be installed In the distribution box and adjusted to equalize the flow SOIL PROFILE INFORMATION `o to ouch lateral. 8. A permeable geotextile or non-woven filter fabric to be installed over the absorption trench areas to t r' Fr PITS AND PERCOLATION TESTS MAY 1.3 702E Z prevent the infiltration of soil into the aggregate. SEPTIC SYSTEM GENERAL NOTES Y loPsolL o w L There shall be no change on these plans in advance of, or during construction, watho.;t prior wn.",, ` 11l/ SAND 71 f I 1 rl 0 a ADD f ., ❑pproeal of the design engineer. J 2. The workmanship, construction practice, materiel standards, and inspection requirerR,nts shall ccr : NO WATER NO MOTTLING " -:::r(JEFF1`I A RATE 1 minute 10 secanlds'' }�� with the latest editcn(s) of the following A, New York State Deportment of Health 'F/'l, BY JEFh MANgNI, CLFAk 82. W Q l.l.i 1 New York Title 10. Department of Health Chapter IL Fart 7S_ Stardo t iTr Induct 2. Appendix 75-A, Wastewater Treatment STandards-Residentfal Onshe SyClorris, March u Tc , W ° AA77 B- Localg tow P, iillag of they sanoctlon ordinanoe(s). W '� N 0 g BASIS OF DESIGN v 3 The followi material,c' septic system by a licensed Professional Engineer shall include: DUA-DEPTH BAFFLE FULL-DEPnI DAFELE w/PORr(SEE NOTES) _ � � >_ � O 3 A. F , at borrow pit or source of origin (pert. test may be required); II- - --- --- SEPTIC TANK CAPACITY MATERIAL SPECIFICATIONS SCHEDULE B. Fill material, in pieceand finish graded; r 24 INSPEC IION 4"CUTLET PIPE NUMBER OF DSSISN MINIMUM TANK CAPACITY&LIQUID SOUFACE AREA o its, well seals, etc.; �I// OVER(rrP) 1/89 /FT.MIN. BEDyoO- Flow - I I_EM SIZE - MATERIAL SLOPE �) 3j C. Prior to back{ill of piping, tanks, p 11 11 i. SLOPE w/o GARBAGE GRINDER w/GARBAGE GRINDER ...- 2 BEDROOMS Z N m D. Upon final grading of site. __....... - a '` I'I i % 2 "s GPD logo_ zT SF. _ 1,2so* 3 s.F. SEP NC IANK SEE DETAIL PR,-(AST C01N'CRFTC o 4. Any modifications to the septic system design CL shell be performed by a licensed Professiern;'.. -.--- I _ _ _ _ _ _ ,.1 c BAFR[ TYP.}� _3 COG GPD 1.000 27 SF 1,210*-. 34 SF -- ---- -----_ --_- e 1-J min. far des gn. w W Fnineer. ,.. At_....- tl _ ____.-...L...( .....: A v D sa r. 1scQ* ,.lo s.F. -.-_ -__-._ __.-_- - __1.__. ..........- P col e.,; .o, - Use Hi 10 seconds (actual) � W Q Q 9 ulsiizlr3unoN Box Set DETAIL uT-usr cuuErE 5. The installation contractor shall prepare the 'as built ske.ch which has accurate dimr , t a Rao cm t?s s _ pp .a.e g y _r. ° distances to each of the septic system components, 0s measured from at least two different •I'. ,= 4J -I - / / A - 2 alIda /s' w.t O / W _ �V V *^ _--__ s sso cvD IzsD sa sF 1Soo* ao sF HOUSE TO SEP I7C fPNK 4' SOLID PVC SCH-TO 1 4" F v <. N l LLJ andmarks (i.e, foundation earners, well cap, boundary markers, etc.). This record informct .•.a For 2 bedrOams per dwellrlrk, / i r, f:, ;, � N = C7 INLET&CUTLET 4"PVC TEE's MAP BE o furnished to the home owner, Town, or other municipal officer, as required, and prior to oc .F USED INSTEAD of coucyF lE BAFFLES --- - -- --- SEPTIC TANK r0 D BOX 4'" SOLID PVC SGH-40 1�8" F qq Iff *DUAL COMPARTMENT TANK&GAS 11111CTION BAFFLE RFOU11S) ----- ---- ----- --- flee 0 2,20 gird "' r/ n the dwelling. IENGHT' 6. The septic system designs are typical size requirements for the number UJ of bedrooms r; 'rT<; ----- _.-- U F3u t0 LATERALS _. 4' _ S01_ID PVC SUFt-36 1/8` design charts, and are based on established design flows and rellm roar soil ercolation rc ei PLAN VIEW L70 gird 1i 4 ' Cy A 9 P Y P �LA TERAt_S 4' PFRFORA IED PVC SDR-35 1/16 'J'iI. A NOTES Z w determined in the field. The Installation contractor shall immediately notify the design eng r e(rr r, any (A CL s' field conditions which deviate from the information as shown on the approved plans. EFFLUENT FILTER 1 WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME 0410U�E CONSTRUCTION, 7. the septic system designs shown were sized in accordance with the New York State De>.talent of /GRADE naEss COVER FINISHED G aUND i"�w A GAS DEFLECTION HAr BAFFLE AND A DUAL COMPARTMENT SOLID TANK,OR TWO A E4 Sf S 1 _ - - (SEE NOTES) TANKS IN SERIES,SHALL BE PROVIDED TO MINIMIZE HERE SOLIDS CARRYOVER TO THE a Health standards, and local regulatory codes, as applicahle. t")))))% ;�)� A(DISPOSAL NICT). M W W - -° ABSORPTION ARE 8. The home owner is referred to the Flealth Department publication (Note 2, para ra h A 2 lis-ec, ,)(�� a-' /FT PIPE (� procedures 7T system operations and maintenance L coven MAX t d^. Of / 2 sf (fit y N t0 g p TOP ALOOF/FT.MIN. 2.3"MINIMUM E_LVAIION DROP THROUGH STRUCTURE FROM INLET TO OUTi.FT. r w o ,,. SLOPE-+� _ V 1 a r for he recommeded I � - � �:-- ,. iT � ,. ;. :,: 'a 3 a above) t0 t P Y P {.-.. -. .. 3. AND SIDE LL RE CALOUENIS toy MORE THAN six BEDROOMS(EOUNSQUA E FEET �/T'�-7 /7�/'�/'-�T��'�T�/� -5oW REsmvC AREA ,,_ of french ,equir�G (p = W -'0 9. The design engineer shall be, relieved of liability if the home owner fails to marimrn r„ sep'-.c ?•r �- FLOW)SHALL BE cALcuLA Teo sv ADD Jh zso L,ALLo.Ns AND SEVEN SQUARE Feer ��� �� �j/������j/���/� j 7 O tD Z in 6 ', -...__ of suaracE AREA FOR EACH ADonioNnL BEDyooM. n GARBAGE cRINoeR SHALL //� //,/ //� //�j// 3 LATERALS ®32' = 96 LF PROPOSED =r µ w lines and/or the limitations s'ed or tt-, c'..Tea i- - - - - -- _ BE CONSIDERED EOUVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK v �/ �/ / / �/ „ y ir1 any Way. r6"MIN. IA"MIN SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL //��/ �%/�� �� �� d M N O In accordance with the Health Department guide o to exceed the design flow, or modifies the system -� m 10_ The home owner shall Immediately notify the Health Department if the sep c .,y.;Ls' , :lee- i�� JJJ BEDRoON FOR DEtBRMwINc TANK Sze. 1Z�//�/�/���/ // fD O XXIA EFFLUENT rILcTCLj:PLANDD OUTBRANL EDR SIMILAR NTAFILTERS WHIENo BE fir rt e PROPERLY MAFNTAIINED CAN EXTEND THE USEFUL LIEF OF THE NSPDSAI FELL. ALL PERC,O or 11N TESTS: May 13, 202E Y Fnv5HE0 GROU EACH _o -- (Fact FLOOR SYSTEMS ARE SUSCEPTIBLE TO CLOGGIPA B SOLIDS CARRT OVER,LFAn NC re I' i �' EVE.HE ''k�i r- it s wrr T,. f T PREMATURE FAILURE. IF INSTALLED,A(I DI ACCESS COv,':.R SHALL HE PROVIDED 'u-Box" r \COLAT ON TES A Z \. T�))% ;�`\�\t)��) �)));,- I,, 11.-T--, ., „,,, "-•,,,, ,+ __._.. ill FOR PERIODIC INSPECTION&CLEANING 01 iE EEFLUENr FILTER DEVICE. _.. ._...._..._..__....._...._. ...... a M }r �ysV•�Er 6.PLASTIC TANKS ARE ACCEPTABLE FOR AREAS THAT ARE NOT EASIL"BE ACCESSED AND �--- �+���.�-:-- -�-- ->- PERCOLATION ev � S ND PFI A R✓G{ - __�_�__ �__� z covER Mnx. � �s_L�) ,`'..... f e MIN cLEA 'rr,a - __ u r ERCOLATION HOLE (PT)W �I / Criss .....- .[. I/Y .7:*I (. F OR WASHED AGGREG E, r` GAS DEFLECTION BAFFLE SHALL MEET ALL THE MINIMUM SIZE REGUREMLNIS LIS IED. - -_.. _..... _-_ -- RUN O E i1/./�rl ENGINEERING a"INLET P vF ET PIPE 4 NLET P Y _ ..... _.._.__.__ _ „.. FT.uN. / /FT rvTN 1/e'/FT- (SEE NOTES - - SLOPE _ �RA:FL TLo� SLnPE --- ...- eAFEI.F ,,1 :} _ ) l ------ --- _ NUMBER 1 L rt N �NLJINEI 1�N1J Fi SECTION A-A AVAILABLE AS SINGLE COMPARTMENT TANK _ _ ,� AHSORPTION TRENCH- TYP suuP i--_ , * A.LABLE As DUAL COMPARTMENT TANK - --- (24" DEEP) (24" DEEP) O W f>8 VUarerrleo-o DI rue.Saramya Springs,NY 128F.6 r o \ fl)l -.__._L Ail 1A _.__- _.._.__- 1 _- _ �i _.1 1518)581-0026 PhP,reh Bx.,3lecohfjANywTs,,aGo, x 1� SEPTIC TANK DIMENSIONS o `,'RESOAK PR�SOAI: O .. ....__._ ._........__ - ...._.. N J '1EKCAPACITY LENGTH WiDrii WE OUTLET ALIGHT WALL TOP FIOOR LQ MANULACT"RERINFORMATION 2 n 51 i� IS MIN R SAND _- ___ -_ ND G --_- c Sheet No. WAIERi YP O PE STONE .. .- 32 AP(TYPJ N JONT(Tw) .._.-tx xr sx Aa >a '-^"RN KNOCKOUTS Lt�• _ _ /." l _ SFAMrFss' II� Ornln 47sec.Oml -e� - „/urui, PE SFAS ( + .. a-3' n-9" a-e' 5,-6" 3' 4' 4' 4B roRT SMILES coSEAMLESS - 3 Orrin 58ec 1min 06sec of ,t,,.. i zso 10'-2"1 e - - - 6' S 6-- 3 n 6 a8 FORT MI I.R CO 1 PNooUc'r: FOR t E2 g2 osm pu!!iN Box. - --__ [� ,_.<-. ,, i 000 5 118 0? 56'al],1 Sa i 9 4'-10 6 3" 6' I - T -_ T ._.-4 _- ...._...._ z_ SECTION A A PLAN VIEW _... aR' Fo�I MI h O. HEAvr•DUTr ARJOIAPT(oN TRENCH LAYOUT DE�i�AfL _ �1min o992C. 1min oE9 ! - - S e- Drawing No. 0/sec. DIS IRIBU IION Box DE [All =PTIC TANK DETAIL_. �� WE-001 * N.r s_ i WARREN COUNTY TAX MAP #309.13-1-20 W1 L E3 Qt> ENGINEERING 68 Waterview Drive, Saratoga Springs, NY 12866 (518)581-0028 Phone/Fax•waleseng©nycap.rr.com August 15,2022 Michael Campney 32 Ohio Ave Queensbury,NY 12804 k' (r`y +_ \LIP Re: Septic System Design Certification Onsite Wastewater Disposal System FEB 01 2024 32 Ohio Ave, T/O Queensbury Tax Map#309.13-1-20 TOWN OF ClUEi N jFURy Mr.Campney BUILDING 1; c< CODES An on-site visit for final inspection of the above-mentioned onsite wastewater disposal system was conducted on July 1,2023 by Jeffrey Mancini,Engineering Inspector,to verify and document the as-built conditions and completeness of construction.This system was installed by Holmes Excavting. The absorption system(as per final stamped plans)was installed according to the plans.The disposal field is in the rear yard of the house with the closest portion being 28'from the residence.The septic tank was inspected and deemed adequate for re-use and an effluent filter was added to the tank.The distribution box was installed with liquid levelers and verified.The property is serviced by municipal water. *The only deviation from the plans was moving the disposal area closer to the rear yard setback.Required setback 10,Installed setback @ 4'. This change was due to the location of the of the septic tank orientation and a very small area in which to work. Visual inspection of the grounds revealed no standing water within the building envelope of the lot.Final grading had not been completed at the time of inspection. Wales Engineering certifies that,based on field observations,this onsite wastewater disposal system that was designed and has been installed in substantial conformance with the approved design plans and meets the standards set forth in Part 75A of the New York State Department of Health Sanitary Code Manuel and local building codes by the Town of Queensbury that may apply. If I can be of further assistance,please do not hesitate to contact me at your convenience at (518)703-2480 Sincerely yours, ® NE "o,S�'1 SV, / *A. Int , As BUILT � U imothy W.Wales,P.E 07720 ' P.E.Lisc#077263 is4°F.Ess3.01'Ati