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SEP-0498-2022 SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#: 'Z)eR ­04,qfS -25Z7-, Town oFQ_uccnsbuq Permit Fee:$ Invoice#: lcaqnr 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Septic Variance? Y Flood Zone? Y N Wetlands? Y N Reviewed By: Project Location: 05 LuxeeLmQ, Pov"0 FrI�--� _�Tax Map #: 3 —1 - 2--7G 11 2022 RESIDENCE INFORMATION: I I TOWN 0F TXTj_:-K1scuP-.y Year Built Gallons #of bedrooms: X gallons per =total daily flow Rl III F)11\lr'- P. e' per day bedroom ----,-Yes No 1980 or older 150 0 Installed? (choose one) 0 N_ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 Installed? (choose one) El PARCEL INFORMATION: Topography Flat Rolling ❑ Steep Slope % Slope Soil Nature Sand F-1 Loam E] Clay 0 Other, explain: Groundwater At what depth? =t4A-Bedrock/Impervious material At what depth? _ULA Domestic Water Supply Municipal E] Well E]Lake (if well or lake, water supply from any septic system absorption is Percolation Test Rate: per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 10()(7 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hottub System Absorption field w/#2 stone Total length Ao ft.; Each Trench 7-i!r ft. Seepage Pit w/#3 stone How many: Size: Alternative System Bed or other type: =40 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: p li�cant: Name(s): >,l'/Vi sea-e/Z Mailing Address, C/S/Z: - 0X ZZ Y �1e_Ns /Z Zvi Cell Phone: S 1 J - lG 7Wo Land Line: n 72J7 Email: • Primary Owner(s): Name(s): D AWE D�-'� Mailing Address, C/S/Z: 6975 Cell Phone:�5le- 2Z.1- 90R-5' Land Line: N 4 Email: I"A& AaC.44i1e­z.� 'r- w►Ai,-. Gvw. J ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): t e Contractor Trade: JI Mailing Address, C/S/Z: / ol,/ ZZy a Cell Phone: it Z6—_ G6 Land Line: ��� _Z?Z 17�, Email: ** orkers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Contact Person for Compliance in regards to this project: Cell Phone: Land Line: Email: 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: SIGNATURE: DATE: ZZ Septic Application Revised July 2022 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist •- Plan to scale y6eceived Deep hole perc test results from engineer/,Architect if applicable Town Ap proved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) `�2,C—)& ND-All � wells on property and adjacent properties shown Water line shown Municipal or well 10'separation to any part of system JASetback to property lines show 10'or more for any part of system i4iSeptic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline VLSeptic 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) 16Septic 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 W ra-Seepage pit 150'from well 50'from septic tank APISeepage Pits 3-times diameter apart 01 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland Kdistance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George XLeech field 100'from watercourse or wetland Toe 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 64—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 Un A—el d/1 IVIIIII LUZF ROB SEPTIC 5*TEM TO I NORTH PROP LINE •_ — o i FILE COPY KVU- i 1000 GAL. 6' = , q3 p TANK 5ET BA FROM FOUNDA lON SEPTIC SYSTEM 30'-O" O (NEST PROP LINE LEECH FIELD 4 INES 5'-O°APART HOUSE 100, n n p I I I 675 p l�RACE +aa-o 'I„ 2O'-01 . EGK �LEEGH FIELD 5ET BACK TO V IN F Q U E E N S B U R fi FROM FOUNDATION QUIL DI 0 P CODES ®E o ReVi.°VUe � � i, Date= a� 5EPTIG 5Y5TEM 5ET BACK I I N 1 FROM PROP. LINE 17 O N 10'-0, N v C k A C� i CL C; (D 7 i mU 3 3 N 0 0 � (D d V TOWN OF QUEE S URY ® z o a -► -gyp a BUILDING DEPAI Tt ® �° LU0 I 'r O r* Based on our limited exami ation,co pliance D z n witi our comments shall n �3(D rn D Indi�atm he plans and specifications a `q CM LL _ r* Vf full comp) nc with the Building Code 00 M New York State. z=' V Jt ? 70 0 „Op � O � �p r o* rn N O N N I I I MARK LANVON A1.4 675 LUG ROAD OUM7458URY, W 12604 SCALE: 1 *90'—O" DATE 6110122 George Drellos Sanitary Sewer Service Queensbury,NY 12804 RE:Proposed Replacement Septic 675 Luzerne Road,Queensbury NY Dear George: At your request,we have reviewed your proposed septic system design for the existing two-bedroom house at 675 Luzerne Road in Queensbury.As per our conversation,the residence has an existing failed septic system. We have reviewed the proposed replacement septic system design and agree that a standard absorption bed is acceptable. Based upon a design flow rate of 450 GPD(one future bedroom)and a percolation rate of 1 to 5 minutes,you will need a minimum of 500 square feet of the absorption area. We recommend using 20 feet wide by 30 feet wide absorption bed (600 sq ft)with 4—25-foot-long laterals using 4-inch perforated and stone. Based on our observations,a new 1,000-gallon septic tank should be provided. Don't hesitate to get in touch with me at 518-221-8095 if you have any questions. Sincerely, Mark A.Landon,AIA, NCARB =QUE�ENISBURY 675 Luzerne Road,Queensbury,NY 12804—518-221-8095 LUZERNE ROAfl 1000 GAL. 6 x6' p TANK 5E7 BACK FROM FOUNDATION 30'-O LEECH FIELD 4 INE5 5=0"APART N HOUSE 10' p" k„ 1 1 0 675 2 y, ARAGE - +22'-O° DECK ZEECH FIELD 5ET BACK FROM FOUNDATION S BUILT 1 5EPTIC 5Y57EM 5ET BACK 1 PROM PROP. LINE O N 10'-p' POOL 73 3 1 1 rn �O HED z 70 o r z rn 1 1 MARK LANDON AIA 675 LUZERNE ROAD OUEEN5BURY, NY 12804 50ALE: I"=30-O" DATE 8/25/22