Loading...
2014-322 TOWN OF QUEENSBURY fors 742 Bay Road,Quccnsbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140322 Date Issued: Monday, July 28, 2014 This is to certify that work requested to be done as shown by Permit Number P20140322 has been completed. Tax Map Number: 523400-308-016-0001-047-000-0000 Location: 26 PINEWOOD Rd Owner: DANIEL & HEIDI PRICE Applicant: DANIEL & HEIDI PRICE 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, 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 `ON 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 =/� Community Development- Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20140322 Application Number: a20140322 Tax Map No: 523400-308-016-0001-047-000-0000 Permission is hereby granted to: DANIEL& HEIDI PRICE For property located at: 26 PINEWOOD 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: DANIEL& HEIDI PRICE Septic Alteration Residential 26 PINEWOOD 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 2014-322 Res. Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 22,2015 (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 .go. ;ensbury• Tue ay July 22,2014 SIGNED BY / - 1 � ' for the Town of Queensbury. Director of Building&C.r:e En . cement f n , C '! Office,Use only Town of Queensbury Building &Codes '—'eiv! /edI II I Rec : SEPTIC DISPOSAL PERMIT I JUL 21 2014TaxWAD: (3o . no -1 1 -y 7 I P�itNo.: 111 -34,A. A permit must be obtained before beginning construction 7 o pc,1 OVVN OF QUEENFERemiit Fee: $ nn D BUILDING&CO )W, provallss:: / Applicant 714,, / `lee „ Installer/Builder c/�/r�i- ��'e <Jeetove ' Address . rP Pt, ✓Char-,(/ Address PO,- :17-2_ 2-7 Phone: , Phone ift-7?- -7/f /� n Owner. Location of Installation �-Fi P,arositya-/2 Address: Phone Contact Person for Building&Code Compliance: Clef" a brei/S Day Phone: 77�i 1 �i'o Residence Information: ((// Year Buift #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? /VD • 1981-1991 x 130 = Spa or Hot Tub Installed? /✓U 1992-Present r x 110 = yYo Parcel Information: Topography De-Flat Rolling _Steep Slope _%Slope Soil Nature QSand Loam _Gay _Other Groundwater At what depth? N✓1 Bedrock/Impervious Material At what depth? N/f Domestic Water Supply Municipal _Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- 1- 3- 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 /OPP gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length ft. Each trench Y X ZJ� Seepage Pit(S)(with#3 stone) How many? Size? Alternative System_) Bed or other type? Lo.X Joy Holding Tank System Total required capacity? Tank sae? #of tanks? NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time 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. There 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. ✓I have read the regulations with to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. �/ t� Print Name: /j�e¢"r -erp, o� Date: /7 -7/ , z/- �/ Signature: 9 �ti°l Zt' Date: / —7/ —1Y Town of Queensbury Building&Codes Septic Disposal Permit 518-761-8256 Town of Queensbury Building & Code Enforcement `jho W,30 Offide No. (518)761-8256 Septic Inspection Report Inspection request received:ec Name: ` .11.t.& Inspected on: — -Agit Location: a(t7 �hg kT n aa Arrive: I �� ' ' _ Permit No.: / 1 - 3 c k A_ Inspector's Initials: 'omments and/or diagram Soil Type:. Clay Type of Wa > I Water Waterline .. . ion distance ft. Well separation distance ft. Other wells' ft. Well Casing Length 501+/- Y N N/A [150'to well required if NO] Absorption Field. Total length ft. Length of each trench '3. ft. ez --, u32-Wa� Depth of trenches z.' -3j ft. Size of Stone 3 —7....._ Seepage Pits Number Size x Stone Size. Piping Size Type Building to tank y x‘ Q '3 C_.- c .-'s-\51\.t Tank to Distribution Box ti 1 l3 Distribution Box to Field I Pit VY y 1` ' .5\).5\)�� /flh -35.- TD +�P = S 7 �FQ Opening Sealed. End Cap Yom" N Cco?� 2 Inlet/Outlet Pipes&Baffles awl ‘X� ,�T Manholes 12"or less below grade Y N �� .0%- ���� [provide extension collar if Yes] _ N Location/Separations Foundation to tank $45Ti%lit. Foundation to absorption Z ft. Separation of Pits ft. Conforms as per Plot Plan /_N Engineer Report and As-Built _Y N ETU Maintenance Contract provided _Y N Location of S stem on Pr•se : Front Re. Left Side Right Side Middle Fron Middle Rear S stem Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report CENTER PROJECT 3� - SERVICES 73 Sheridan Street, Glens Falls, NY 12801 1 Phone-518-796-2515 July 18, 2014 Project# 195 George Drellos Sanitary Sewer Services Luzerne Road Queensbury,NY 12804 Re: Proposed Replacement Septic Dan Price—26 Pinewood Road, Queensbury, NY Dear George: At your request we have reviewed your proposed replacement septic system design of the existing 4 bedroom house at 26 Pinewood 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 we agree that a standard absorption bed is acceptable. Based upon a design flow rate of 440 GPD and a percolation rate of I to 5 minutes, you will need 488 square feet of absorptive area. We recommend using a 20 ft wide by 30 ft long absorption bed with 4 — 25 foot long laterals, which will provide 600 sf of absorptive area. The absorption bed 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. TOWN OF QUF2NC3! ,�\ _ BUILDING & GOD" 'E ' 10 Reviewed By,1/ . . Date: —i p r / c1 - 3a a_ DAN. Prr ce :€-- i�Q e - .. _._._ _ y , , _ ii.i._.; iL iii2:4 U g i TOWN OF &CO BURY a. n p c BUILDINGG & CODES , , a 4-____Agy o t • -\ -- -, SEPTIC PLOT PLAN �,{ --f--us -,____ I HAVE SEEN OR OBSERVED ALL OBJECTS r 0vit SUCH AS HOUSES, WELLS, TREES, FENCES, ETC rd 't ON THIS DOCUMENT.I HAVE PERSONALLY vv toE�EDTHE OISSTANC TFO THIS DIAGRAM. �--"--- —_ -1,-..MATURE DATE d' ' 3 .., L 2,6 P, hew 0040 ROA&)