Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2015-298
..41Wmki TOWN OF QUEENSBURY witt742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20150298 Date Issued: Monday, July 20, 2015 This is to certify that work requested to be done as shown by Permit Number P20150298 has been completed. Tax Map Number: 523400-297-014-0001-009-000-0000 Location: 263 CRONIN Rd Owner: SYBYL & DAVID SMITH Applicant: SYBYL & DAVID SMITH 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 property owner of the responsibility for compliance with Site Plan, (""Da„,04 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 F4TO Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150298 Application Number: A20150298 Tax Map No: 523400-297-014-0001-009-000-0000 Permission is hereby granted to: SYBYL& DAVID SMITH For property located at: 263 CRONIN Rd 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: SYBYL& DAVID SMITH Septic Alteration Residential 263 CRONIN Rd Total Value QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency SANITARY SEWER GEORGE DRELLOS 792-7257 PO BOX 224 GLENS FALLS NY Plans&Specifications 2015-298 Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July 09,2016 (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 thewn Que bug; ay,July 09,2015 SIGNED BY /� for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Rpace use only I� DDA. � � 01 s Received ' Tax Map ID 2014• W i !MIXING GTax MAP 4Uamirwir Permit No. ,/ o ` ; Permit Fee � �/ 1TOWN Q=QLLOCATION OF INSTALLATION Approvals: APPLICANT 1%frv`ic STY) I T PHONE/E MAILc '6I—i/ 93-7 7 ADDRESS d 3 &ONi N ACM-D1 INSTALLER/BUILDER: _1,1-ivrf4./C4 lel'�� rc PHONE/E-MAIL ADDRESS: / -2 /OAC2Z'r �r(e,vS �l old OWNER P4ter_ J" / PHONE/E-MA L Address 46j ioN/'v leo A-al CONTACT PERSON FOR BUILDING&CODES COMPLIANCE; l/ Dc e/%1 PHONE,7 6 Y7o r L/ RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed _Y, N 1981-1991 Spa or Hot Tub installed _Y L.eN 1992-Present //C 7 S20 PARCEL INFORMATION Topography Flat rolling Steep slope 9'o slope Soil Nature .k Sand �—Loam Clay Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply Municipal 2( Well(if well,water supply from any septic system absorption is ./C7'ft) Percolation Test Rate: /._ S- per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size /OM gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.;Each trench x Seepage Pit with#3 stone How many: :size Alternative System Bed or other type? 3/0 / K .30 ' Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&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&approved. The Installed system must match the septic system layout on file-no exceptions. 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 know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide bythese and all requirem nts of the Town of Queensbury Sanitary Sewage Disposal,Ordinance. Print Name: L cc l� els Date: 7 - Signature: �� Date: 7- -1-r Town of Queensbury Building&Codes Septic Disposal Permit July 2014 Town of Queensbury Building & Code Enforcement /%' Office No. (518) 761-8256 Septic Inspection Report Inspection request received: --/// XS / ` S Name: 5 -- , \Lk Inspected on: ..�, is Location: CY cv•.tL (/l - Arrive: AllgrAIDIMPp.m. Permit No.: / Inspector's Initials: �! Co ents and/or dia•ram Soil Type: Sa'd/Loa r Cla Type of Wats : i, icipa ell Water Waterline separation dis ft. Well separation distance \C;) ft. Other wells: IX ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length 'C^t��, ft. c- Length of each trench ft V- ) LfloVE-1✓ Depth of trenches \'12 2 ft. Size of Stone Seepc)gtber cAE(7 Size: __Qx Stone Size: Piping Size Type Building to tank e4.1-yC% per ` Tank to Distribution Box v. • Distribution Box to Field/Pit \A" yJ©12—,20— Opening Sealed: Y(—N End Cap \ _o CW37. Inlet/Outlet Pipes&Baffles Manholes 12"or less below grade _Y [provide extension collar if Yes] —N Location/Separations Foundation to tank \C) ft. Foundation to absorption 7tti Separation of Pits Conforms as per Plot Plan Engineer Report and As-Built Y N ETU Maintenance Contract provided Y_N Location of S stem on P .le : Front R•:r Left Side Right Side Middle Fron Middle Re. S stem Use Sta 4s: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report 04-ye S ' i / sil\ i ... E •S .s , _c } ?z _ Pii V/ itj 0 El' 75 I HAVE SEENLN I \------ TOWN OF C UE ENSBURY SUCH AS HOUSES OBSERVED All ®EJECTS I ,OZ" BUILDING & CODES SHOWN ON WELLS, TREES, FEN THIS()OCU;v;ENT.I HAVE PERSONALLY ETC a MEA:. E E DST' CE SET FI ERSONALLY °r� /FIRTH ON THIS DI G' M. 1\ D SIGNATURE / •�° �' \ IAT- '� I 1E ti Th- ,1 ` 6 .IP Nt„... z � ' cusF o Q O I C O CD "T1 , h,\\.,ir 0 er v ; `P t Q `! 1.►4 0263 eroNi•A- ko/ To R i►16' C 1 Zrfl f 11 g0 7'v `/ • t W , 1. Ale l'i. T ---7 (-06,D ? ,5., \ 7, - ,, { , , ,i ,ivA' (... ( 1-10:: 3 i A i.3`/Z 110 ! .. cick\-c) to Li (;)\_.ry tocogs L \� T4/414 —.2r-- O. _gds" QF ¢ '...N-1/ LI �r RE Q�Ep S811h; \.i) q 1 e�-D JUN 1199? 'Cr > u t..--,'14-c-, al.pQ• LADE DEPT / UEEt TOWN OF Es .D11?-1. . Rtviv,-) ED IV — DATE lc N_L.2/9 N , :,_S i , CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 July 3, 2015 Project# 217 George Drellos 11 ----,---------------------i 6. 9 Sanitary Sewer Services i W. 4 Luzerne Road �jti Jul_ U a ZU15j 1 Queensbury,NY 12804 TOe3\ Fi)UcrMt 3UPRe: Proposed Replacement Septi - - = . 263 Cronin Road, Queensbury, NY Dear George: At your request we have reviewed your proposed replacement septic system design of the existing 3 bedroom house at 263 Cronin Road in Queensbury. As per our conversation the residence has an existing failed septic system and the Town of Queenbsury has requested that a percolation test be performed in the area of the proposed replacement septic system. On July 3,2015, I performed a percolation test in the area of the proposed replacement system. The stabilized soil percolation rate was 2 minutes and 51 seconds. The test was performed at 24 inches in a 30 inch deep hole to the north of the existing residence in the location of the proposed replacement 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 30 ft long absorption bed with 4 - 25 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, _/. _-- e(------:---_,d Thomas R. Center Jr, P.E.