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2014-605 TOWN OF QUEENSBURY FOS 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140605 Date Issued: Wednesday, December 03, 2014 This is to certify that work requested to be done as shown by Permit Number P20140605 has been completed. Tax Map Number: 523400-309-009-0001-067-000-0000 Location: 72 INDIANA Ave Owner: RAE E. CLARICE Applicant: RAE E. CLARKE This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (.14429 /� property owner of the responsibility for compliance with Site Plan, Y� Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. at TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140605 Application Number: A20140605 Tax Map No: 523400-309-009-0001-067-000-0000 Permission is hereby granted to: RAE E. CLARKE For property located at: 72 INDIANA Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: RAE E. CLARKS Septic Alteration Residential PO BOX 523 GLENS FALLS,NY 12801 Total Value Contractor or Builders Name /Address Electrical Inspection Agency SANITARY SEWER GEORGE DRELLOS 792-7257 PO BOX 224 GLENS FALLS NY Plans&Specifications 2014-605 Res. Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 20,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o uee bury; ihunsda November 20,2014 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement } r. Office Use Only . Town of Queensbury Building & Codes Received: brA4 u 2A I SEPTIC DISPOSAL PERMIT Tex Map ID r 3 0 S:( -cO 7 A permit must be obtained before beginning construction Perna Fes. $ /47'1001`� fle //J//� APtaovakpApplicant f iarA- IcelaileriBuiider `1;911-• Je -rc Liv.cYAddress: 4v14/,,, /sty- x2-ve Address M. k air eensB A.,- /zea/ ( eP1.1 64 lb Ar /Lea el Phone: Phone 791 - 711-7 Owner. c14-./`c- Location of histaliafion 7z- Avdp. /f re Address: Phone Contact Person for Building&Code Compliance: t ? rj e b e— " Day Phone: 776."57‘ Residence Information: c� Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? ihi0 1981-1991 x 130 = Spa or Hot Tub Installed? No 1992-Present 3 x 110 = 330 Parcel Information: Topography x-Fatng _Steep Slope _'%Slope Soil Nature y RoffiSand _Loam _Clay _Other Groundwater - Atwhatdepth? A/14 BedmddimpeMous Material At what depth? Ni' Domestic Water Supply be-Municipal _Well(dwell,water supply from any septic system absorption is ft.) Percolation Test Rate-�per minute per inch(Test to be completed by a licensed professional engineer or architect) Proposed System for New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Tank size /� gallon(mhitmum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(wilh#2 stone) Total length ft Each trench ZS' x g3 Seepage Pi S)(with#3 stone) How may? Size? ahue.5} to Bed or other type? i %e 30 ' Holding Tank System Total required capacity? Tank size? #of tanks? NOTE: 1)Alarm system and associated electrical work must be Inspected by a Town approved electrical inspection agency Certified Electrical form an Town websle; 2) Effective as of March 23, 2006 Septic System-As Built Plot PID: The Building Department will no longer allow systems to be covered until such Imre as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. Them will be no exceptions. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant shall be void. it have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Oueensbury Sanitary Sewage Disposal Ordinance. Print Name: 62oyr' r Dabs: //le // �/ i Signature: - le- Date: // ZO -/ ' Town of Queensbury Buadmg&Codes Septic Disposal Permit 518-761-PQ58 Town of Queensbury Building & Code Enforcement "6,t&.. I t !c30 Office No. (518) 761-8256 Septic Inspection Report Inspection request received:()art( Name: (/�Q{r(e Inspected on: / Location: 1 /1Atoi - a -No a Arrive: al" ..m. Permit No.: / y -(pp J Inspector'stnitials: 1/ Comments and/or diagram Soil Type(an. gam/Clay Type of Water Iwnici.. ' - ater FQa v j ` P R➢ Waterline separation distance ft. Well separation distance ft Other wells' ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length rib ft. Length of each trench aft. C r, f- t�bYEC to' Depth of trenches 'Z ft Size of Stone 7 Seepage Pits: Number Size. x Stone Size: Piping Size Type Building to tank &M IAD Tank to Distribution Box L,,t, A OR tR Distribution Box to Field/Pit 11),)0 Q 25 TFL 4"t b0R -- V��@ Opening Sealed: End Cap ✓Y N • Inlet/Outlet Pipes&Baffles , N Manholes 12"or less below grade —lye [provide extension collar if Yes] Y N Location/Separations Foundation to lank 113 ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N ETU Maintenance Contract provided Y N Location of S stem ot • ..en .Fron Rea_ eft Side •ight Side Middle Front Middle Rear S stem Use St us: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report P SEPTIC PLOT PLAN a l i --10o� I HAVE SEEN OR OBSERVED ALL OBJECTS SUCH AS HOUSES, WELLS, TREES, FENCES, ETC SHOWN ON THIS DOCUMENT.I HAVE PERSONALLY �// MEA.SlJi2EDTHEDISIANC ET T ON THIS DIAGRAM. 10e ()Ark 4 �1/G>iw-n a - l, --40-/cf SIGNA'T'URE DATE • 0 o '� 4 ' 3o' SI 0 % \ e2 rt h at i, — I?' o d • `N o i 1 . I ‘t FIoctit _ TOWN OF QU - 'y Vi BUILDING & ' OD D' -, z-` Reviewed B • / MIMDate: , r.• �, 7a 1nil aM,- Arc a CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 November 19, 2014 Project# 205 George Drellos Sanitary Sewer Services Luzeme Road Queensbury,NY 12804 Re: Proposed Replacement Septic Rae Clarke—72 Indiana Avenue, Queensbury,NY Dear George: At your request we have reviewed your proposed replacement septic system design of the existing 2 bedroom house at 72 Indiana Avenue in Queensbury. As per our conversation the residence has an existing failed septic system and will be adding and additional bedroom to the residence. 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 15 ft wide by 30 ft long absorption bed with 3 - 25 ft long laterals. The absorption system can be constructed with a new 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.