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SEP-0217-2023 SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: r—O)-1.1— ` Town ofQucensburyC En [E Permit Fee:$ . �`� Invoice#: 67 742 Bay Road,Queensbury,NY 12804 MAY 0 4 2023 CD 518-761-8256 www.queensbury.net �' `eptic Variance? Y TOWN OF QUEENSBURY lood Zone? Y I� BUILDING &CODES "Wetlands? Y S) Reviewed By:61/1/49 Project Location: /023 SNeetw.A.) 751.pp,'j - Tax Map #: 3a8e --.2- y 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) ❑ Er 1981-1991 130 `j 33o Spa or Hot Tub Yes No 1992-Present 110 Installed? (choose one) ❑ PARCEL INFORMATION: Topography at Rolling ❑ Steep Slope % Slope Soil Nature []S.sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? i//rk Bedrock/Impervious material At what depth? A//A- Domestic Water Supply /lunicipal ❑ Well , ['Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size /eVO 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 ltDft.; Each Trench 4/17 ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed o_r other type: Holding Tank System Total required capacity? ; tank size # of tanks Septic Application Revised July 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): S% s e7�T,'� 7 /� co.. Mailing Address, C/S/Z: /'% •70xes /e60 S.S. / 2- GG Cell Phone: Sit- Land Line: S ScZy - S4 Email: Sprkcofidy400.4_6 L.•-\ • Primary Owner(s): Name(s): Co kLem Mailing Address, C/S/Z: /`f Slf ,ems-./ ZrzAk.a4: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): 54 1 1- c 7',4-,\tt, Co, Contractor Trade: C-e 107iG Mailing Address, C/S/Z: /7 .Jev,,.,.. 3 At( /LU 6- Cell Phone: Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): A/4'ted b )C,,, Mailing Address, C/S/Z: �2- Cell Phone: Land Line: Ste- S"-( /-vaZ Email: Contact Person for Compliance in regards to this project: Met- ���/` ‘ Cell Phone: j/U - e 2 Land Line: Email: 5/4 , 6))4 G1ati•Co—• — 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: in /a// /1 J7-/; 1--Aae SIGNATURE: 141, DATE: `/ I A io 2-3 Septic Application Revised July 2022 r�1 k TOWN OF Q UEENSB URY 4� 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist 1 Plan to scale L( 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) IJOAll wells on property and adjacent properties shown Lt Water line shown Municipal or well 10'separation to any part of system It Setback to property lines show 10'or more for any part of system l Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline , "teptic 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 eepage pit 150'from well 50'from septic tank p1/4t epage Pits 3-times diameter apart ,Septic tank and pump stations over 30 gallons 50'from watercourse or wetland LI distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George kA Leech field 100'from watercourse or wetland PlikToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation ‘-')( Provide Engineer/Architect stamp for bed or design systems YIl `Department of Health Approval for all mobile home park new systems Flood Plain requirements 03 2'above established flood elevation to bottom of system POAll tanks anchored or 2' above flood elevation Anirieo.i A/1c/11111 ��lltil razir i,Irr111ru;il;. ."Ir:l.11 ri ' Ir iar°� ,III!Il ,;;1:' SEPTIC SYSTEM LIMITATIONS r11 I t!i"niwll<I Ir I ,nr;tli II t� 1. The best designed and installed septic disposal System will eventually fail to function properly Without 100' MINIMUM (200' MINIMUM TO ANY UPSLOPE DISPOSAL SYSTEM) TRENCH LENGTH -SEE IBASIS OF DESIGN & LAYOUT DETAIL 10' MIN. ° adequate maintenance. Inadequate septic tank maintenance can result in clogging of the tank and 50' MINIMUM ° sewage back-up into the home and/or sewage overflow onto the ground surface. The failure to a0i periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption NOTE: THIS DETAIL ILLUSTRATES THE MINIMUM REQUIRED o I trench by overflowing solids not removed by the septic tank. 20' MINIMUM SEPARATION L DISTANCES FOR SANITARY FACILITIES ON A z J 2. This set of design plans and details is intended to provide subsurface sewage disposal for a typical BUILDING LOT. SEE SITE PLAN FOR LAYOUT DIMENSIONS WHICH MAY BE GREATER THAN SHOWN IN THIS DETAIL- � single family dwelling. No additions involving living or sleeping areas may be added to the dwellings tD'MINIMUM to' MINIMUM o I v o without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional a F.F. ELEV. UPSLOPE RUNOFF DIVERSION SWALE � a I U o Engineer. The seal and signature on any drawing specifically excludes certification for future expansion or w I � field replacement. w 3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank r 40 - /16-ERE PVC Q) size increased by 250 gallons. \T,%\ "'� �T . \ SDR-35 1/16" /FT. �-- j N Z �;(`�\!- MAX. SLOPE �* ° 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be S �+ _,., Z ;x '"!�1 FINISHED GROUND Ydrained into the system. J .s 6" MIN. 5. The dwelling shall have water saving fixtures, including but not limited to: 2 m shower heads, r 0 9 9 9 9P 50% Reserve Area r low water use toilets. 3 6. Observe water conservation practices. Proposed z 7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation by the p I 4" SOLID PVC SCH-40 - END CAP �. �. q P g p P p P P Sewage Disposal Field �, 1 -. 1/4/FT MIN. SLOPE - - - - - ° homeowner or a qualified se to e hauler. The amount of build-up noted at each inspection shall be //'�� I «_ I soup PVC SDR-35 SEPARATION: v- 4 laterals tom' 40 1/8" /FT. MIN. SLOPE 24" MINIMUM DEPTH TO BOUNDARY CONDITION recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of h sludge I o h cum layer Is within three Inches of the bottom of the outlet baffle or tee, or the to of the g ::, : aa,,,,, ,,,,,, ,,,,,,,, the s P I I 1 4" soup PVC scH-40 Y 20 min to house ...........................•..,......,,...,,...,.,...,.,,...,,.........,........., .,.,..,.,....,.. .........,.,... ,N is within ten inches of the bottom of the outlet baffle or tee. The pump-out clearances also apply to - - - I 1/8"/ FT MIN. SLOPE ma any chamber in multi-compartment tanks and to any tanks in series (i.e. pump out all tanks/chambers - IO m1/7 to property li/7e E as soon as any tank or chamber fails the minimum clearance). Most tanks should be pumped out every - serviced by municipal water ° two to five years. WELL SEPTIC DISTRIBUTION ABSORPTION FIELD SUPPLY DWELLING TANK BOX CT 8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, BED / TRENCH SYSTEM tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have �r ,y �r DETAIL deteriorated and no Ion er perform as desi designed must be re laced. Cracked or broken lines must be -- - - SANITARY Y FA ILI S SO C 9 P 9 P _ -- repaired or replaced. _ _ ,lul + ilr'r1 ��� N_L& O � - t 1t ° i`tt N i ,i,l r i & 9.p Any company employed to clean and service the septic tank and system, must be a permitted ;, T T = T T �� hol I t� �:I+ `P 't Y P YP Y _� se toe hauler, with valid standingwith the New York State Department of Environmental Conservation P r„ °- office. Septic tanks should not be washed or disinfected after being pumped out. E p P y 9 P P y -_ _ - '- 0 10. Septic tank additives shall not be used in the septic stem. Additives are unnecessary for the _ a " _ - - - PT2 _ -- j FINISH GRADE Ir 1Vp?«N J y Mr proper operation of household systems and may cause the sludge and scum in the septic tank to be - - r� ,�- 24"' ORIGINAL GROUND SURFACE discharged into the absorption field, resulting in premature failure. _ U) dispose11. Do not 9 P Y > �� '�i�� r T/717T/7T1T/7 l7T/, 0�1 c 12. Whenever septic otanksearehto beoabandon d (i.e. when public sewers areinstalled to handle �„ �� ��I �''. TPe 4ty ��_ _ I I 09 household wastes), the tanks shall be pumped Out and refilled with soil to prevent future collapse. .... f a~ :'^, 2 OF STONE / BACKFILL 6 TO 12 '+ PERMEABLE GEOTEXTILE ; EARTH BACKFILL f . ` i� //f'I r'.d`,",a Fir OVER PIPE MIN. +'j '+ - i PIPE JOINT a 13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets. t,tr�i ,' I L 'i .w")t°�rwF' / :;' ..+� 6 14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area. r - - a_ g !i 4" ", ': A ,r.,� PERFORATIONS (DOWN) 15. No vehicle parking or traffic shall be allowed on any portion of the sewage disposal system. J(_%.;,rw" L._ fi.°' C"' ;, 4" PERFORATED s ` ,r , rfi rn i ' _. s� PIPE �¢" '(.,._ r �`t, "t T c 16. The sewage disposal system is designed for domestic wastewater only, with the design of the +,! IY ii PT1 0 45.f AC Rf5 C: � T � � � 2' WASHED CRUSHED that has a renter discharge of ` d x 1� f`d ,1 STONE 3/4" - 3 7/2" � 0 0 0 0 a PIPE SLOPE 1/76°' TO 0 42" MIN. r' ILL7 l ��-�,- 0,"0 0 0 0 0 p aT absorption field on the projected flows. An use of the dwellings t 6" OF STONE e), L r , 1J 1 1 Iw,-e 1/32" PER FOOT OR WASHED GRAVEL MIN., S +' ! UNDER PIPE MIN.,- wastewater F '" UP TO 16 MAX. ,`,ICI aT Engineer. p ) q Y 9 P Y 9 g Proposed ' ..1 ► LIP To 10" MAX. .,:, 1 ° wagstewater flow than designed will require a redesign of the disposal system b a licensed Professional ���� �- tT s + 17. The stamp seal and signature of the design engineer is for the intended use only, and any change Distribution Box 'O Of use invalidates the seal. ,1.., - .... { ; ;.�►.�"""" 24" MIN. I UNDISTURBED GROUND LEVEL TRENCH BOTTOM CC N _, , t ..... r , i _ 18. The effluent filter shall be checked and cleaned If necessary during each Inspection of the septic tank. !, -�-��-� i „Fry �� ! UNDISTURBED GROUND r , o A record of filter cleaning is recommended so to better monitor the amount of solids trapped in the _� .__. ft SHW7/LEDGE ROCK ,,,"...:..:::::::::::::::::::::::::::::::::: .y 9 Existing septic tank to be �t lril. �- a v- filter cartridge. g p ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, GG Z •,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,- SEPTIC SYSTEM CONSTRUCTION NOTES �. (' Approximate location of existing pumped clean and Inspected far I NOTES TRENCH PROFILE 1. DO NOT INSTALL TRENCH IN WET SOIL. ° 1. The installation contractor shall notify the Code Enforcement Officer and/or the design engineer 11 $eptiC, t0 be abandoned in place. 2. INSTALL TRENCHES PARALLEL TO CONTOURS. Designed B/ TW , 10' Septic SECTION VIEW 3, BNSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. ,� prior to work, to review the installation details and inspection procedures. structural integrity, size and4. RAKE SIDES AND BOTTOM 0 2. There shall be no construction of sanitary facilities (septic systems) within 100 feet Of a classified Disconnect effluent line from 5. ENDS OF ALL DSTRBUTTOROPIPESEMUSTBIE CAPPEDACING GRAVEL OR STONE. By ci 6. SLOPE DISTRIBUTOR PIPE 0 1/16" - 1/32" PER FOOT- ®�� `'�7 w+ watertightness. If deficient, Setback wetland or water bad !et Y DABSORPTION TRENCH DETAIL � TYPICAL 3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be replace with new 1000 Gallon �'' Septic tank to distribution b�a'x" , Checked By TW m connected to the septic system. ( - 4. Fill material to be clean, loamy sand, with a stabilized in-place percolation rate to be no less than Septic Tank N.T.S.Nr Bv 1 inch in 5 minute, nor greater than 1 inch in 10 minutes. All imported materials to be approved in Approved o g o i � -0 writing by a licensed Professional Engineer prior to delivery to the site. 1E 5. Piping material specifications: Filename A. House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of 1/4" per foot; MAP REFERENCES. ° B. Septic tank to distribution box or effluent pump pit: 4" PVC schedule 40 solid pipe with PrAJeet NA. 23-314 ° watertight joints, minimum slope of 1/8" per foot; 1.Mapping taken from Warren County GIS,Tax Maps and LANDSCAPING: 6" MINIMUM 20' TOPSOIL w/SEED & MULCH o C. Where installed, effluent pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe Tiny field ntaSUrB (SEE BASIS OF DESICN) PrA{eCC Date 3.l.�s3 > with pressure rated watertight joints, pitched on reverse slope to drain into pump pit; GRADE U SLOPRAIN RESERVED D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope ORIGINAL GRADE 7 '"'zx MINIMUM SLOPE_.- 50% EXPANSION _0 of 1/8" per foot; SITE PLAN - E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16"" per foot, cap all ends.p 'i --3t' 1 TO 60 MIN/INCH PERCOLATION RATE ` 0 f' a- 6. Septic tank specifications: aEi A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; USABLE SOIL: 48" MIN. DEPTH O a B. Precast concrete tank, dimensions and features as shown; ABSORPTION TRENCH o C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line; (SEE TYPICAL DETAIL) 4'-0" 2'-0" MIN- MAX. SEPARATION: D. Outlet baffle or 4 PVC tee to extend 18" minimum below flow line, 6" above flow line; qqq 24" MINIMUM DEPTH TO I BOUNDARY CONDITION: GROUNDWATER BEDROCK, OR IMPERMEABLE STRATA BOUNDARY CONDITION ' L a E. Free air space above tees to be 3" minimum to top of tank. a rid e with wooden handle extension to grade. c F. Where installed, 4" plastic effluent filter cart g 9 m w p792g3 %lam ah�,`/ r .. '... rt,-�.:. r'}""'r i"- "` G. Grade access covers to be 24" integrated plastic or cast-iron cover, securely attached to tank. � �f ���� � ����-�-�-�- -������ ��` �y� --''-'-_...�.w..".���G�-.. .C>;': ':^,^ / 'r'�f l :S E, 't /, /�?.ram✓, `�5�.'t'�f`f �fir`.^ !r" u�,C,.�Y STkVi` _ AB RP'TI N H SYSTEM In 7. Distribution box specifications: SO O TRENCH o A. Box to be installed level on a 12" minimum layer of compacted gravel or stone; MATERIAL SPECIFICATIONS SCHEDULE �j " "wow B. Precast concrete box, dimensions and features as shown; ° C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow ITEM SIZE MATERIAL SLOPE to each lateral. °���°��'LE � m o SEPTIC TANK SEE DETAIL PRE-CAST CONCRETE 8. A permeable geotextile or non-woven filter fabric to be installed over the absorption trench areas to o prevent the infiltration of soil into the aggregate. DISTRIBUTION BOX SEE DETAIL PRE-CAST CONCRETE a. O (li SEPTIC SYSTEM GENERAL NOTES HOUSE TO SEPTIC TANK 4" SOLID PVC SCH-40 1/4" / FT. MIN. 1. There shall be no change on these plans in advance of, or during construction, without prior written i approval of the design engineer. SEPTIC TANK TO D-BOX 4" SOLID PVC SCH-40 1/8" / FT. MIN. -^-- 2. The workmanship, construction practice, material standards, and inspection requirements shall comply Q) D-BOX TO LATERALS 4" SOLID PVC SDR-35 1/8" / FT. MIN. W ° with the latest edition(s) of the following: to 0 c ' A. New York State Department of Health LATERALS 4" PERFORATED PVC SDR-35 1/16 / FT. MAX- 1 1. New York Title 10. Department of Health. Chapter II. Part 75. Standards for Individual Onsilte Wastewater `ystemsu V pC N 0 2. Appendix 75-A, Wastewater Treatment Standards-Residential Onsite Systems, March 16, 2016 W m B. Local town, village, or city sanitation ordinance(s). En win inspections of the septic stem b a licensed Professional Engineer shall include: DUAL OOMPARAFFLE � TMENT 3. The following p p Y Y FULL-DEPTH BAFFLE w/PORT(SEE NOTES) ■�••� V � � A. Fill material, at borrow pit or source of origin (perc, test may be required); SEPTIC TANK CAPACITY ■® B. Fill material, in-place and finish graded; 4" ITII LT fvIPE 24 INSPECTION 4" OUTLET PIPE NUMBER OF DESIGN MINIMUM TANK CAPACITY& LIQUID SURFACE AREA {H T l o C. Prior to backfill of piping, tanks, pits, well seals, etc.; 1/4. / I:T Mw w cavER (TYP) I I i/8" /FT. MIN. BEDROOMS Flow '� rn II SLOPE - W/0 GARBAGE GRINDER W/GARBAGE GRINDER W w Z D. Upon final grading of site. SOIL PROFILE INFORMATION UJ CL ° 4. Any modifications to the septic system design shall be performed by a licensed Professional C t I I ! 4=� = z zzo GPD 1,00o z7 S.F. L2so * 34 S.F. DEEP P ALE TEST PITS AND PERCOLATION TESTS:MARCH 1, 2023 ('� U�} *BAFFLE (TYP. �- o Engineer. � II A A � 3 330 GPD 1,000 27 S.F. 1,250 * 34 S.F. 5. The installation contractor shall prepare the "as-built" sketch which has accurate dimensional --- ---- - -� 0--4" TOPSOIL O ,. -I--} --- 4 440 GPD 1,250 34 S.F. 1,500 * 40 S.F. � � � � ® T distances to each of the septic system components, as measured from at least two different physicalLU L `• landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be * 4," .6 BROWN SAND W �y INLET & OUTLET 4" PVC TEE"S MAY BE �•1 o furnished to the home owner, Town, or other municipal officer, as required, and prior to occupar:cy of USED INSTEAD OF CONCRETE BAFFLES 0 FaOu. LIGHT BROWN SAND * DUAL COMPARTMENT TANK & GAS DEFLECTION BAFFLE REQUIRED l `r the dwelling. 'LENGTH' 0 6. The septic system designs are typical size requirements for the number of bedrooms fisted in the tfl) WATER, NO MOTTLING, ROOTS TO 4 design charts, and are based on established design flows and preliminary soil percolation rates PLAN VIEW STABILIZEDRFO PERCOLATION RATE: 1 minute 45 seconds cm determined in the field. The installation contractor shall immediately notify the design engineer of any NOTES mF,'f=ORMED BY JEFF MANCINI, CLEAR 41' field conditions Which deviate from the information as shown On the approved plans. EFFLUENT FILTER t WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION, FINISHED GROUND w/GRADE ACCESS COVER A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK, OR TWO �_ 7. The septic system designs shown were sized in accordance with the New York State Department of (SEE NOTES) TANKS IN SERIES, SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE ° Health standards, and local regulatory codes, as applicable. d \j�`���� i` �\�\ ABSORPTION AREA (DISPOSAL FIELD). /l-� /T� fop 1`i,i , 4" OUTLET PIPE �j��j��%j��j������%���� 50% RESERVE AREA I 3vc.o-1 cD'2'42 SEP-0217-2023 t/� �/®I� ° 8. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 I`usted 4°NL"I p, 12"' COVER MAX. 1/8" /FT. MIN. 2. 3" MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET. B ��' DESIGN William w/ V u above) for the recommeded procedures in system operations and maintenance. /o- w la TOP' SLOPE - V j jy / �fliilclFC1 CO21t@S SUPE.. .,.. - ,.. ..,,,.a,..,:-.;, ,.,.,�,; 3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS (EQUIVALENT DAILY (/./� .�/� /j y/�j. �/� �j� /�j� l w 9. The design engineer shall be relieved Of liability if the home owner fails to maintain the septic system ��, - FLOW) SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET r� /LL��/�.LL�/L/_�L�/GL in accordance with the Health Department guidelines and/or the limitations IIStd On this Akan, CaIJSeg TFJ T 66_MIN. - _ _ -yZ �(� OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL 1p23 Sherman Island Rd. �... T N j BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK rooms Residential Septic Alt. p t0 exceed the design flows, or modifies the system In any Way. I !� 76" MIN. 18" MIN.�� SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT To AN ADDITIONAL t'µ (- _ t-1 cn 10. The home owner shall immediately notify the Health Department if the septic system has failed. VI (((������ BEDROOM FOR DETERMINING TANK SIZE. N, ._ J m..-.�.T,.- ,-..T-T' _ _ on rate = 1minul t 'e (a t!uai) PERCOLATION TESTS: MARCH 1, 2023 4. EFFLUENT FILTER, "POLYLOK" BRAND OR SIMILAR PRODUCT TO BE Percolati I �. ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN O WALL ? PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL T ��- �. Percolation fate = Use x n,,i%, for FIB"I,igrjt- �- 'FLOOR, O +w. rn. .�.!.. +.s.+..:..rr `..,a,�..;. FINISHED GROUND EACH OUTLET FITTED NDN-TRAFFIC RA (TYP-) SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER, LEADING TO E.:��.` - PERCOLATION TEST �� " �/ J /� WTH SPEED LEVELERS , e. STRUCTURE ' D-BOX icaticgi Pate 1.20 ., ,tr,.. _t,._ _,,,........ - -' •,•_ _ "} FORMPERIODICAINSPECTIONi& CLEANING OF THEEFFLUENTOFIILLTERHDEVICE P Z �.,T �```_.,\i\\1J=T\�`"'�iT``•Si`\`!. ..� PROVIDED - APP °'° a'�" I'i 12"COVER MAX. - '` c 6" MN. CLEAN ksAND, PEA "+ ' �.:...`77 .,.. ;. .,..,�,.,.;: ,;.:., ... .,.�.77* .� .7. ABSORPTION TRENCH - TYP For 3 bedl°:1 a...m5 per dwww'„"''„; T i/2'THICK ALL SIDES OR WASHED ,� :� .�:_.� ..,J._ �.�._ �:J' PERCOLATION HOLE PT l _ OUTLET GAS N 4'INLET PIPE .,•, .• .:;'.'.: ..r:.:3+ 4"OUTLET PIPE 1/8-/TFT.'MIN. '.," �R ".a. EFI 14 ...:� r�T.cX',:?'".a+.«.a..Yr>:''ccX.ne''a+ Pti"z (SEE NOTES) ON BAFFLE Use Q =... Fr: O gpd RUN \ ) Ve �-- 1 8' FT.MIN. ,- 9/8 /SLOPE IN. *AVAILABLE AS SINGLE COMPARTMENT TANK ®:r...,ra., :.r,®�wr..�.®wes•�r w®'.�;r...... G i'►\ "' 6 SLOPE BAFFLE SLOPE BAFFLE _.-, 77 77 N NUMBER T 1 4.d I I y SECTION A-A o = �01 ,`„ •„ ---- - 2"MIN.SUMP _-- __ _ ..�._.. :: *+AVAILABLE AS DUAL COMPARTMENT TANK �.�.-"`'-"�.- �.-.- Q _'w,.�L),._gpd (24'" C>E�.EP) (24" DEEP) F8.Natxrileud D1r48 Saratoga�.��Fnng,a NYI12B66 _ - /'\ 1, ( Ir A = 151615�11-5G213 Phane.r ex« ralaserxy zrrrc JTY CGFTI V TT T M A - - - _ J _. F ap ° SEPTIC TANK DIMENSIONS - - -'� O 1,20 gpd/sf 1 PRESOAK PRESOAK y GROUT r D - TANK CAPACITY LENGTH WIDTH INLET OUTLET HEIGHT WALL TOP FLOOR LQ MANUFACTURER INFORMATION A 27� �f 2 1min 2USec lmin 53Sec �+ N JOINT(TIP) 4"KNOCKOUTS t F.I^FTwaG'S S7 ° - I END CAP (TYP) - `, .-- Sheet Ni®. WATERTIGHTU12OR PEA STONE ° �MCA STONE 4"HOPE PIPE SEALS cpKil~ s 1 9,000 5 .8 1/2" 5'-0 1/2" 4'-9" 4'-6" 5'-6" 3" 4" 4" 48" FORT MILLER CO., SEAMLESS * 40 3 ®� _ _ - 1min 45sec 1min 44sec 1,250 10'-2" 5'-3" 4'-9" 4'-6" 5'-6" 3" 4" 4" 48" FORT MILLER CO., SEAMLESS L = 275 5,` / 2 sf / ft ' V_8" „_ PRODUCT: FORT MILLER g2 DISTRIBUTION BOX, OR EQUAL. PLAN VIEW 1,500 1V-0" 6'-0" 5'-1" 4'-10" 6'-3" 6" 8" 6" 49" FORT MILLER CO., HEAMDUTY 4 1 m in 42se.'C 1 m in 40sec Drawing No. O) I L = 138 ft trench required z SECTION A-A SO TIO TRENCH LAYOUT DETAIL 4 trench 40 ft. each 1 LF PROP 5 DISTRIBUTION BOX DETAIL R T � SEP C 'T DETAIL EDED N.T.S. 3 N.T.S. WE-U 01 WARREN COUNTY TAX MAP 308.i 8.-2-42 Q› ENGINEERING 68 Waterview Drive, Saratoga Springs, NY 12866 (518]581-0028 Phone/Fax.waleseng@nycap.rr.com August 1,2023 _-- s William Coates �,'� 123 Sherman Island Road FED n �,, ry ` Queensbury,NY 12804 ! i 2024 I Re: Septic System Design Certification Onsite Wastewater Disposal System =` - 123 Sherman Island Road, T/O Queensbury z��-- ZOz3 Mr. Coates An on-site visit for fmal inspection of the above-mentioned onsite wastewater disposal system was conducted on June 29,2023 by Jeffrey Mancini,Engineering Inspector,to verify and document the as-built conditions and completeness of construction. The absorption system(as per fmal stamped plans)has 3 laterals,each lateral being 60 feet in length,the disposal field is in the rear yard of the house with the closest portion being 26' from the residence.The septic tank was inspected and deemed adequate for re-use.An effluent filter was added to the tank.The distribution box is 26' from the septic tank,liquid levelers have been installed and verified. See As-built sketch.The property is serviced by municipal water. *The only deviation from the plans was changing the disposal area from(4 laterals®40'=1601f total) to 3 laterals @ 60'=1801f. The change was necessary to maintain setbacks within the yard 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 also meets the standards set forth in Part 75A of the New York State Department of Health Sanitary Code Manuel and local building codes 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, es OF NEWT, c-2 Q0'1 W w get. AS BUILT -A emu, ' ca imothy W.Wales,P.E 07726'5 P.E.Lisc#077263 opEssio1a°'ti • 308. 18-2-43 Li -ter' al. � • • • a- 0........." CO \ s • V. • • _^ a -_-- -- li driveway C I EIIIIII q - `o IIIIII --- -- n (10 Il 11 ll ,�- � 10' Septic r—' \ III IIII III 00 a.1 Setback It I /o II ® house 308. 18-2-42 .0 308. 78-2-36 ir I '!. III II AREA II C 1 0.45± ACRES aF _ Sewage Disposal Field L• �� ...\ — 3 laterals © 60' — -- "+-- 26' to house • - 70' to pool fence •'�" 200 ' 308. 18-2-41 — serviced by muni /po water Distribution Box RECORDED AS—BUILT DIMENSION STRUCTURE DIMENSION A—C 60' 308. 18-2-37 A-D 30' (. ' ' j I A—F 66' FED 0 k 2O2 L:,'i B—C 33' B—D 72' - - B—E 78' I AS BUILT 1 B—F 45' N.T.S. B—DIST BOX 38 Note: THE AS—BUILT DIMENSIONS SHOWN WERE TAPE MEASURED DURING CONSTRUCTION WITH ACCURACY SUITABLE FOR OWNER'S USE. THESE ARE NOT SURVEYED DIMENSIONS. Coates Residence Wi\LEB 123 Sherman Island Road . Vi> ENGINEERING 68 Waterviea Drive,Saratoga Springs,NY 12866 Town of Queensbury, Warren County NY (518)581-0028 Phone/Fax.v;aleseng@nycap.rr.com ON-SITE SEWAGE DISPOSAL SYSTEM AS-BUILT N 0 N c 0 U (D 3 J c 0 0 U w a) I 0 U) I o 3 a) Z a) t w 0 m a� E Cr a) 0 t 3 :1 0- E O U a s rn 0 c 0 U) rn a, 0 a_ c N 6 a) s a) N a A 0 3 >T C O a� E U O m s L a 0 T > Cn u c 0 J Q E x a) 0 0 c c w 0 C 0 fil Ul a� 0 D._ a 0 c 0 U 0 a) s i v c rn U O 1n In a) c C O U) L () a c a `o N a) O N r C: 0 U a) (n 3 0 O a U w O 0 U] Y 0 3 a) Z aD 0 C 0 0 O O CD Z z Of Q 3: SEPTIC SYSTEM LIMITATIONS 1. The best designed and installed septic disposal system will eventually fail to function properly without adequate maintenance. Inadequate septic tank maintenance can result in clogging of the tank and sewage back-up into the home and/or sewage overflow onto the ground surface. The failure to periodically clean a septic tank commonly results in clogging of the soil that surrounds the absorption trench by overflowing solids not removed by the septic tank. 2. This set of design plans and details is intended to provide subsurface sewage disposal for a typical single family dwelling. No additions involving living or sleeping areas may be added to the dwellings without the approval of the Code Enforcement Officer and the system redesign by a licensed Professional Engineer. The seal and signature on any drawing specifically excludes certification for future expansion or field replacement. 3. No garbage grinders allowed unless installed as initial construction of the house, and the septic tank size increased by 250 gallons. 4. No sump pump, water softener backwash, spas, hot tubs, whirlpools, or condensate waste shall be drained into the system. 5. The dwelling shall have water saving fixtures, including but not limited to: 2 gpm shower heads, low water use toilets. 6. Observe water conservation practices. 7. Septic tanks shall be inspected annually to determine the scum and sludge accumulation by the homeowner or a qualified septage hauler. The amount of build-up noted at each inspection shall be recorded and maintained in a record book. The septic tank shall be pumped whenever the bottom of the scum layer is within three inches of the bottom of the outlet baffle or tee, or the top of the sludge e is within ten inches of the bottom of the outlet baffle or tee. The pump -out clearances also apply to any chamber in multi -compartment tanks and to any tanks in series (i.e. pump out all tanks/chambers as soon as any tank or chamber fails the minimum clearance). Most tanks should be pumped out every two to five years. 8. When septic tank is pumped, the septic tank inlet connection, baffles/tees, house sewer connection, tank outlet connection, and pump pit (if present) shall be inspected. Any baffle or tee that have deteriorated and no longer perform as designed must be replaced. Cracked or broken lines must be repaired or replaced. 9. Any company employed to clean and service the septic tank and system, must be a permitted septage hauler, with valid standing with the New York State Department of Environmental Conservation office. Septic tanks should not be washed or disinfected after being pumped out. 10. Septic tank additives shall not be used in the septic system. Additives are unnecessary for the proper operation of household systems and may cause the sludge and scum in the septic tank to be discharged into the absorption field, resulting in premature failure. 11. Do not dispose of excess household grease and fat in the septic system. 12. Whenever septic tanks are to be abandoned (i.e. when public sewers are installed to handle household wastes), the tanks shall be pumped out and refilled with soil to prevent future collapse. 13. Do not pour or dump chemical cleaners (i.e. ammonia) in the sinks or toilets. 14. Do not discharge roof drains, or allow stormwater runoff to collect on the absorption field area. 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 wastewater only, with the design of the absorption field on the projected flows. Any use of the dwellings that has a greater discharge of wastewater flow than designed will require a redesign of the disposal system by a licensed Professional Engineer. 17. The stamp seal and signature of the design engineer is for the intended use only, and any change of use invalidates the seal. 18. The effluent filter shall be checked and cleaned if necessary during each inspection of the septic tank. A record of filter cleaning is recommended so to better monitor the amount of solids trapped in the filter cartridge. SEPTIC SYSTEM CONSTRUCTION NOTES 1. The installation contractor shall notify the Code Enforcement Officer and/or the design engineer prior to work, to review the installation details and inspection procedures. 2. There shall be no construction of sanitary facilities (septic systems) within 100 feet of a classified wetland or water body. 3. No roof, footing, floor, condensate, cooling water, softener backwash or any other drains shall be connected to the septic system. 4. Fill material to be clean, loamy sand, with a stabilized in -place percolation rate to be no less than 1 inch in 5 minute, nor greater than 1 inch in 10 minutes. All imported materials to be approved in writing by a licensed Professional Engineer prior to delivery to the site. 5. Piping material specifications: A House to septic tank: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of 50% Reserve Area Proposed house \ Sewage Disposal Field 308. 18-2-43 P - 4 laterals 0) 40' - 20min to house - /0' min to property line - serviced by municipal water �.-- driveway - PT2 (All TP 11 - O' - house 308.10 42 AREA dawn i PT1 0.45E ACRES lit Proposed Distribution Box�--- -__- Existing septic tank to be 308.18-2-4 pumped clean and inspected for Approximate location of existing structural integrity, size and 10' Septic septic, to be abandoned in place. i watertightness. If deficient, Setback Disconnect effluent line from replace with new 1000 Gallon septic tank to distribution box. Septic Tank 308. 18-2-37 1/4" per foot; MAP REFERENCES: B. Septic tank to distribution box or effluent pump pit: 4" PVC schedule 40 solid pipe with watertight joints, minimum slope of 1/8" per foot; 1. Mapping taken from Warren County GIS, Tax Maps and C. Where installed, effluent pump pit to distribution box: 1 1/2" PVC schedule 80 solid pipe limited fieldmeasunements. with pressure rated watertight joints, pitched on reverse slope to drain into pump pit; D. Distribution box to septic field absorption trench: 4" PVC sdr-35 solid pipe, minimum slope SITE PLAN of 1/8" per foot; E. Septic field absorption trench: 4" PVC sdr-35 perforated pipe, maximum slope of 1/16 per foot, cap all ends. 6. Septic tank specifications: A. Tank to be installed level on a 6" minimum layer of compacted gravel or stone; B. Precast concrete tank, dimensions and features as shown; C. Inlet baffle or 4" PVC tee to extend 16" minimum below flow line, 6" above flow line; D. Outlet baffle or 4" PVC tee to extend 18" minimum below flow line, 6" above flow line; E. Free air space above tees to be 3" minimum to top of tank. F. Where installed, 4" plastic effluent filter cartridge with wooden handle extension to grade. G. Grade access covers to be 24" integrated plastic or cast-iron cover, securely attached to tank. 7. Distribution box specifications: A. Box to be installed level on a 12" minimum layer of compacted gravel or stone; B. Precast concrete box, dimensions and features as shown; C. Outlet speed levelers to be installed in the distribution box and adjusted to equalize the flow to each lateral. 8. A permeable geotextile or non -woven filter fabric to be installed over the absorption trench areas to prevent the infiltration of soil into the aggregate. SEPTIC SYSTEM GENERAL NOTES 1. There shall be no change on these plans in advance of, or during construction, without prior written approval of the design engineer. 2. The workmanship, construction practice, material standards, and inspection requirements shall comply with the latest edition(s) of the following: A. New York State Department of Health 1. New York Title 10. Department of Health. Chapter ll. Part 75. Standards for Individual Onsite Wastewater Systems; 2. Appendix 75-A, Wastewater Treatment Standards -Residential Onsite Systems, March 16, 2016 B. Local town, village, or city sanitation ordinance(s). 3. The following inspections of the septic system by a licensed Professional Engineer shall include: A. Fill material, at borrow pit or source of origin (perc. test may be required); B. Fill material, in and finish graded; 4' INLET I C. Prior to backfili of piping, tanks, pits, well seals, etc.; 1/4- / FT D. Upon final grading of site. SLOPE - 4. Any modifications to the septic system design shall be performed by a licensed Professional Engineer. A� 5. The installation contractor shall prepare the "as -built" sketch which has accurate dimensional distances to each of the septic system components, as measured from at least two different physical landmarks (i.e. foundation corners, well cap, boundary markers, etc.). This record information shall be furnished to the home owner, Town, or other municipal officer, as required, and prior to occupancy of the dwelling. 6. The septic system designs are typical size requirements for the number of bedrooms listed in the design charts, and are based on established design flows and preliminary soil percolation rates determined in the field. The installation contractor shall immediately notify the design engineer of any field conditions which deviate from the information as shown on the approved plans. MATERIAL SPECIFICATIONS SCHEDULE ITEM SIZE MATERIAL SLOPE SEPTIC TANK SEE DETAIL PRE -CAST CONCRETE DISTRIBUTION BOX SEE DETAIL PRE -CAST CONCRETE HOUSE TO SEPTIC TANK 4" SOLID PVC SCH-40 1/4" / FT. MIN. SEPTIC TANK TO D-BOX 4" SOLID PVC SCH-40 1/8" / FT. MIN. D-BOX TO LATERALS 4" SOLID PVC SDR-35 1/8" / FT. MIN. LATERALS 4" PERFORATED PVC SDR-35 1/16" / FT. MAX. ` DUAL COMPARTMENT FULL -DEPTH BAFFLE w/PORT (SEE NOTES) 24" INSPECTION 4" OUTLET PIPE COVER (TYP) l I 1/8" / FT. MIN. SLOPE •,� 'BAFFLE (TYP. *INLET & OUTLET 4" PVC TEE'S MAY BE USED INSTEAD OF CONCRETE BAFFLES 'LENGTH' PLAN VIEW 7. The septic system designs shown were sized in accordance with the New York State Department of FINISHED GROUND Health standards, and local regulatory codes, as applicable. ��8. The home owner is referred to the Health Department publication (Note 2, paragraph A.2 listed4' NUE' PIPEER E12'MAX. 'TOP' above) for the recommeded procedures in system operations and maintenance. FT. MIN_ 9. The design engineer shall be relieved of liability if the home owner fails to maintain the septic system APE-� •:... �.........:.. •.- -. in accordance with the Health Department guidelines and/or the limitations listed on this plan, causes 6" MIN. -._.- _ - V_ j to exceed the design flows, or modifies the system in any way. 16" MIN. 18" MIN. 10. The home owner shall immediately notify the Health Department if the septic system has failed. J 2 6" , � 'WALL' FINISHED GROUND EACH OUTLET FITTED NTH SPEED LEVELERS i NON -TRAFFIC RATED STRUCTURE (TYP.) FLOOR' .._...: .,::;.:._.:......_..., 12' COVER MAX. 1 1/2- THICK ALL SIDES 4- OUnET PPE 6" MIN. CLEAN SAND, PEA , STONE, OR WASHED AGGREG TE v- 4' INLET PIPE 1/8" / FT. MIN. SLOPE - BAFFLE 4" OUTLET PIPE 1/8" / FT. MIN. SLOPE 4' INLET PIPE / FT. MIN. SLOPE SLOPE BAFFLE - 1/8" / FT. Ill SLOPE I o..� '�.�..�.er.N'�e•.r.�'�.n�.Y,.� .�. SECTION A -A �2' MIN. SUMP M Af A_ 12' MIN. COARSE SAND IL CUl1.ET (TYP-5) UN WATERTIGHT DR PEA STONE 4" KNOCKOUTS GROUT USED JOINT (TYP) Xr b� w/HDPE PIPE SEALS 01 1CS 1._8. PRODUCT: FORT MILLER ¢2 DISTRIBUTION BOX. OR EQUAL. SECTION A -A PLAN VIEW 1 DISTRIBUTION BOX DETAIL SEPTIC TANK CAPACITY NUMBER OF BEDROOMS DESIGN FLOW MINIMUM TANK CAPACITY & LIQUID SURFACE AREA W/0 GARBAGE GRINDER W/ GARBAGE GRINDER 2 220 GPD 1,000 27 S.F. 1,250 * 34 S.F. 3 330 GPD 1,000 27 S.F. 1,250 * 34 S.F. 4 440 GPD 1,250 34 S.F. 1,500 * 40 S.F. * DUAL COMPARTMENT TANK & GAS DEFLECTION BAFFLE REQUIRED NOTES - EFFLUENT FILTER w/ GRADE ACCESS COVER 1. WHEN GARBAGE GRINDERS ARE INSTALLED AT THE TIME OF HOUSE CONSTRUCTION, (SEE NOTES) A GAS DEFLECTION BAFFLE AND A DUAL COMPARTMENT SEPTIC TANK, OR TWO TANKS IN SERIES, SHALL BE PROVIDED TO MINIMIZE THE SOLIDS CARRYOVER TO THE ABSORPTION AREA (DISPOSAL FIELD). 4" OUTLET PIPE 1/8" / FT. MIN. 2. 3" MINIMUM ELEVATION DROP THROUGH STRUCTURE FROM INLET TO OUTLET. SLOPE -� 3. TANK SIZE REQUIREMENTS FOR MORE THAN SIX BEDROOMS (EQUIVALENT DAILY FLOW) SHALL BE CALCULATED BY ADDING 250 GALLONS AND SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. A GARBAGE GRINDER SHALL BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. A HOT TUB/SPA SHOULD BE CONSIDERED EQUIVALENT TO AN ADDITIONAL BEDROOM FOR DETERMINING TANK SIZE. 4. EFFLUENT FILTER, "POLYLOK" BRAND OR SIMILAR PRODUCT TO BE F ADDED TO THE SEPTIC TANK OUTLET. EFFLUENT FILTERS WHEN =o ? PROPERLY MAINTAINED CAN EXTEND THE USEFUL LIFE OF THE DISPOSAL FIELD. ALL SYSTEMS ARE SUSCEPTIBLE TO CLOGGING BY SOLIDS CARRY-OVER, LEADING TO PREMATURE FAILURE. IF INSTALLED, A GRADE ACCESS COVER SHALL BE PROVIDED FOR PERIODIC INSPECTION & CLEANING OF THE EFFLUENT FILTER DEVICE. D-BOX GAS DEFLECTION BAFFLE (SEE NOTES) * AVAILABLE AS SINGLE COMPARTMENT TANK ** AVAILABLE AS DUAL COMPARTMENT TANK SEPTIC TANK DIMENSIONS TANK CAPACITY LENGTH WIDTH INLET OUTLET HEIGHT WALL TOP FLOOR LQ MANUFACTURER INFORMATION 1 1,000 8'-8 1/2" 5'-0 1/2" 4'-9" 4'-6" 5'-6" 3" 4" 4" 48" FORT MILLER CO., SEAMLESS ` 1,250 O'-2" 5'-3" 4'-9" 4'-6" 5'-6" 3" 4" 4" 48" FORT MILLER CO., SEAMLESS 1,500 V-0" 6'-0' 5'-1" 4'-10" 6'-3" 6" S. 6" 49" FORT MILLER CO., HEAVt•DUTY SEPTIC TANK DETAIL (IF NEEDED TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as full compliance with the uilding Codes of New York State. 100' MINIMUM (200' MINIMUM TO ANY UPSLOPE DISPOSAL SYSTEM) TRENCH LENGTH - SEE BASIS OF DESIGN & LAYOUT DETAIL 10' MIN. 50' MINIMUM o NOTE: THIS DETAIL ILLUSTRATES THE MINIMUM REQUIRED UJ 20' MINIMUM SEPARATION DISTANCES FOR SANITARY FACILITIES ON A 4 z BUILDING LOT. SEE SITE PLAN FOR LAYOUT DIMENSIONS U_ WHICH MAY BE GREATER THAN SHOWN IN THIS DETAIL o 10' MINIMUM 10' MINIMUM o U) p a O 1 ai F.F. ELEV. UPSLOPE RUNOFF DIVERSION SWALE Z w I `\\ ice\ 40 LF-' PERE PVC ` \ �i SDR-35 1/16" / FT. i\\\\� MAX. SLOPE %\\/ ` 1 -\\\ FINISHED GROUND 6" MIN. 12" MAX. �- J- �- '- 4" SOLID PVC SCH-404. 1/4"/ FT MIN. SLOPE END CAP SOLID PVC SDR-35 SEPARATION: 1/8" / FT. MIN. SLOPE 24" MINIMUM DEPTH TO BOUNDARY CONDITION ........... ................... ..::::.:::::::::...............;.,.. 4" SOLID PVC SCH-40...................................................................:::::::::::::................................... 1/8"/ FT MIN. SLOPE == WELL DWELLING SEPTIC DISTRIBUTION ABSORPTION FIELD SUPPLY TANK BOX BED / TRENCH SYSTEM SANITARY FACILITIES - SCHEMATIC DETAIL no 50% RESERVE AREA ABSORPTION TRENCH LAYOUT DETAIL 2" OF STONE OVER PIPE MIN. 4" PERFORATED PIPE 42" MIN. 6" OF STONE UNDER PIPE MIN., UP TO 10" MAX. 24" MIN. N. T. S. 24" BACKFILL 6" TO 12" I- UNDISTURBED GROUND SHWT / LEDGE ROCK FINISH GRADE GROUND PERMEABLE GEOTEXTILE--_ 12" WASHED CRUSHED STONE 3/4" - 1 1/2" OR WASHED GRAVEL MIN., UP TO 16" MAX TOWN OF QUEENSBURY N.T.& BUILDING & CODES DEPT. Reviewed y: Date: EARTH BACKFILL PIPE JOINT PERFORATIONS (DOWN) PIPE SLOPE 0 1/16" TO 1/32" PER FOOT UNDISTURBED GROUND `LEVEL TRENCH BOTTOM NOTES TRENCH PROFILE 1. DO NOT INSTALL TRENCH IN WET SOIL. 2.INSTALL TRENCHES PARALLEL TO CONTOURS. SECTION VIEW 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. 4. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. 5. ENDS OF ALL DISTRIBUTOR PIPES MUST BE CAPPED. 6. SLOPE DISTRIBUTOR PIPE ® 1/16" - 1/32" PER FOOT. ABSORPTION TRENCH DETAIL - TYPICAL N.T.S. LANDSCAPING: 6" MINIMUM TOPSOIL w/SEED & MULCH -(SEE BASIS OF DESIGN) GRAMTO DRAIN RESERVED ORIGINAL GRADE 2% MINIMUM SLOPE - - 50% EXPANSION --- - - - - -- - USABLE SOIL: 48" MIN. DEPTH ABSORPTION TRENCH 1 TO 60 MIN/INCH PERCOLATION RATE (SEE TYPICAL DETAIL) 4'-0" 2'-0" MIN. MAX. SEPARATION: 24" MINIMUM DEPTH TO BOUNDARY CONDITION: GROUNDWATER, BEDROCK, OR IMPERMEABLE STRATA BOUNDARY CONDITION ABSORPTION TRENCH SYSTEM BASIS OF DESIGN 3 Bedrooms 20' FILE COPY � N.T.S. vav i _DING t : SOIL PROFILE INFORMATION DEEP HOLE TEST PITS AND PERCOLATION TESTS: MARCH 1, 2023 TP-1 0-4" TOPSOIL 4"-20" BROWN SAND 20"-60" LIGHT BROWN SAND NO WATER, NO MOTTLING, ROOTS TO 4" STABILIZED PERCOLATION RATE: 1 minute 45 seconds PERFORMED BY JEFF MANCINI, CLEAR 41' Percolation rate = lminute 459e (actual) Percolation rate = Use 1-5 mirt for design. Application Rate 1.20 gal/day/&l For 3 bedrooms per dwelling Use Q = 330 gpd 330 gpd A------ 1.20 gpd/sf A = 275 sf L= 275sf/2sf/ft L = 138 ft trench requirez 4 trenches O 40 fL each = 160 LF PROPOSED 308.18-2-42 SEP-0217-2023 William Coates 123 Sherman Island Rd. Residential Septic Alt. PERCOLATION TESTS: MARCH 1- 2n2.-� PERCOLATION TEST RUN NUMBER PERCOLATION HOLE (PT) 1 (24" DEEP) 1 (24" DEEP) 1 PRESOAK PRESOAK 2 1min 20sec 1min 53sec 3 1min 45sec 1min 44sec 4 1min 42sec 1min 40sec 5 V b .i. 3 0 Designed By TW Drawn By MCJ Checked By TW Approved By Filename Project No. 23-314 Project Date 3.1.23 (V O V V W � � L Cd w E ..l.f L. O • W V IM N 0 VW Irow W V / H J W 0.w C 03 Q V W ILU gUo W Q Z Ce LJJ W tA V) nZ V VVALEE3 V cd% ENGINEERING 68 'Water;ievv ❑ride, Saratoga Springs, NY 12866 f518) 581-GG28 PhonalFax • avatElsEalg rr�r ap.rr.cot Sheet No. 1 of 1 Drawing No. WE-001 WARREN COUNTY TAX MAP #308.18.-2-42