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SEP-0290-2023 ' SEPTIC DISPOSAL- PERMIT Office Use Only - Owl, Town of0yeensbury Permit Fee: 97 .=~ Map ~. 301.12-3'' . Year Built Gallons #of bedrooms: X gallons per total daily flow I perday bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) X 1981-1991 130 Spa or Hot Tub Yes No RESIDENCE INFORMATION: PARCEL INFORMATION: Topography Flat Rolling Steep slopp %-Slope Soil Nature VS a—nd. V/ Loam . Clay Otherl explain: Groundwater At what depth? GREATER THAN 6 FT Bed rock/1 m pervious material At what depth? GREATER THAN 6 FT' Domestic Water Supply i( Municipal Well Lake (if well or lake, water supply from any septic system absorption is Percolation Test- Rate: 1-5MIN per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size EX 1000 gallons (min. size 1,000 gallons, add 250 gallons for each-garbage cylinder or spa/hottub Ex 1000 GAL PRECAST CONCRETE TANK System Absorption field w/#2 stone. -Total length ft.; Ealch Trench ft. Seepage Pit w/#3:stone How many: Size: Alternative System Bed or other type:20FT X25 FT Holding Tank System Total required capacity? tank size # of tanks | / ' Septic Application i Revised January zoz1 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 I Septic System Checklist i N Plan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and 1 Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Arciitects) fJb All wells on property and adjacent properties shown AL4NL6 1 CIO t-/t 1 11: "Water line shown Municipal or well 10'separation to any part of system Setback to property lines show 10'or more for any part of system Ii'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/gl rbage grinder each Leech Field 20'from foundation 100'from any well 10'from water line 41i Seepage pit 150'from well 50'from septic tank Seepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetlaind 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 ^ Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation do Provide Engineer/Architect stamp for bed or design systems m I •N 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 i AA, I I I zi TOWN OF QUEEN Base BUILDING DEP41 T NT Based our limited examination !• 'fh our comments Jlc our the shall not be 'compliance compliance fans and specificafionsU re as t--`W York state. with the BBuilding Codes in of X N :c W T. a fD h 6dW ` � M IA � rn r a, •o N coo W = TOWN OF QUE'ENSBURY i � BUILDING & CODES DEPT. Ecm Reviewed B : vl Date: c 11 w icon eIV o ����. r� CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 May 27,2023 Project#395 George Drellos Sanitary Sewer Service Queensbury,NY 12804 F EEru Re: Proposed Replacement SepticF9 28 Zenas Drive,Queensbury,NY r� � 3 Dear George: -- 1 TOWN' of I` �����1J�;Y At your request, we have reviewed your proposed replacement septic-iYstem.,design of the. existing 3-bedroom house at 28 Zenas. Drive in Queensbury. As per our conversation the residence has an existing failed septic system. We have reviewed the proposed replacement septic system design and we agree that a standard absorption bed is acceptable.Based upon a design flow rate of 330 GPD and a percolation rate of 1 to 5 minutes,you will need a minimum of 367 sf of absorption area. We recommend using 20 ft wide by 25 ft long absorption bed with 4 —20 ft long laterals. The absorption system can be constructed with the existing 1,000-gallon septic tank,new distribution box, and 4-inch diameter perforated pipe and stone. Please feel free to contact me at 796-2515 if you have any questions and that you for your assistance with this request. Sincerely, Thomas R. Center Jr,P.E. -2 . . o e,(X AS BUILT �� f p . f . �, Ze— IV A .