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SEP-0896-2021 g� Office Use only x Permit#. 1m;n.erQurcns6u DEC 2 7 2[! ) (1 Permit Fee:S 95.00 '142 Ba,Y.Road,Queensbidr NY 12804 p:518-761=8256 -www:dueensburv.net TOWN OF QUEENSIBURY Invoice#: BUILDING&GOOES Flood Zone? Y Reviewed B :SEPTIC DISPOSAL PERMIT APPLICATION Project Location: �� 10 Tax Map#• RESIDENCE:INFORMATION: Year.Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes �1Q 1980 or older 150 Installed? (circle one) ]� No 1981-1991 130 - � � Spa or Hot Tub Yes Installed? (circle.one) 19927Present lio PARCEL,INFORMATION:- Topography Flat Rolling Steep Slope % Slope Soil Nature Sand Loam Clay Other, explain: Groundwater At what depth? Bedrock/Impervious material At What.depth? Domestic Water Supply Municipal 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) PRO POSED-.SYSTEM'.i N FORMATION: Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage-cylinder or spa/hot_tub System Absorption field w/92 stone Total length ft.; Each Trench 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 December 2020 CONTACT .INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL .• ARpliggnt Name(s): .Mailing Address;.C/s/Z: w W ds up �w-' Cell-Rhone:_( ) Land Line: Email. ,;�-C� � �t0 �C � i • Primar-- whets : Name(s):- Mailing Address;C/S/Z: 13 ^Z Qve rZEN .Cell Phone-e._O — Land ine: _( ) Email: 11 Check if4ll.work'will be performed by property owner_only • Contractor: �\ Contact Nam:e(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phon( :_( ) Land Line: _( S� ) ���,Iq� Email:. w ;< **Workers' Comp documentation must be submitted with this application** • Engineeds): Name.'(s): . Mailing Address, C/S/Z: Cell Phone-_( ) Land Line: _( ) Email: Contact Person for Compliance.in'regards to this project: COO Phone: �_) 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. 4i-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.) have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: SIGNATURE: . DATE:.O Septic Application Revised December 2020 TOWN OF Q UEENSB URY 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) All wells on property and adjacent properties shown To vJtJ \,Ok—CQ_ waterline shown Municipal or well 10'separation to any part of system YSetback 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 N 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 gar age grinder each (Leech Field 20'from foundation 100'from any well 10'from water line. Seepage pit 150'from well 80'from septic tank 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 syste 24" bedrock or mottling 36"within 1000' of Lake George Leech field 100'from watercourse or wetland -ALToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation G� Eta ,p ��tJ� Al, Provide Engineer/Architect stamp for bed or design systems 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 f T' is Y ?11 -� a C C? ■■■■■�� ■■■■ MEN MEMO■■■■■ MENEM■■■■■ ■MOO■ MEN MEN M■■■■■■■■N ME■ ■ ■■■■■ ■OEM E■■MOM\MMO MIMMOMMEMENMO ONEN �■■■■AIM■i _ OMEMEMEMEMEM■MOM M MEN II■ ■■■ME N■■■ �■■■AIM MEN /MOM ■ ■■ NN =n• No .11 NM ,ME■EM __.�:'� M ■OE0 MEMO 'MEN M ■■ ■ ■■ ME ■■■■m®■■■ ■ MEN ■ ■■ �■■ MEN MEN ■ ■ ME M■■■MO NE ■N■ MMNE SEEMS!AI No MEN MEM■ N■■ ■■EEO► ■ v MMENNEN m mom m O ■0■®�■AID■ OMEN 1MO'■■■■ O ■■■■■■irnj i ■■■■■■■■■■O■ NMNONMNNNNN MMMMM■ BE BOWAN M■ AIM MEOMMOMMEM�..���■1� EN■■■■■ MENEM ■■■■■ MMMOMMEN .= ����■ M � ^ ■ NNMMEN ■EEO IM■■ MAIN ■� � �� �; ■E MOO■ tr■■■■■■■■■■■■ mom MEN No 0 im7mo im NON O■■MM NOM ■■®O1■ EN SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 December 23, 2021 # Ivan Bell Project 360 � G � � � [� . • IBS Septic D Warren Street Queensbury,NY 12804 DEC 2 8 ZQ�1 . 0 N U ENSBl1RY + Re:- Proposed Replacement Septic TOWN CQDR� 13 Honey Hollow, Queensbury,NY BUILD —- - .--- Dear Chr-is:- - ---- -- .- At your request, we have reviewed your proposed replacement septic system design of the existing 5-bedroom house with a possible expansion to 6 bedrooms at 13 Honey Hollow 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 660 GPD and a percolation rate of 1 to 5 minutes, you will need a minimum of 734 sf of absorption area. We recommend using 20 ft wide by 45 ft long absorption bed with 4 — 40 ft long laterals. The absorption system can be constructed with a new 2,000-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. - -