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2014-311 i TOWN OF QUEENSBURY jo742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 a Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140311 Date Issued: Friday, August 08, 2014 This is to certify that work requested to be done as shown by Permit Number P20140311 has been completed. Tax Map Number: 523400-301-018-0002-016-000-0000 Location: 60 LAMBERT Dr Owner: LAWRENCE & TERESA WEAVER Applicant: LAWRENCE & TERESA WEAVER 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 Dirjlding�& teemem Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140311 Application Number: A20140311 Tax Map No: 523400-301-018-0002-016-000-0000 Permission is hereby granted to: LAWRENCE & TERESA WEAVER For property located at: 60 LAMBERT Dr 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: LAWRENCE&TERESA WEAVER Septic Alteration Residential 60 LAMBERT Dr Total varve QUEENSBURY,NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency SANITARY SEWER GEORGE DRELLOS 792-7257 PO BOX 224 GLENS FALLS NY Plans&Specifications 2014-311 Res. Septic Alteration S40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 15,2015 (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 Que s ry,f f Tu a 1 Jul 15,2014 SIGNED BY es4PlY . .- ;. for the Town of Queensbury. Director of Building&Code Enforcement le Office Use On v Town of QueensburyCodes �) �1 & ' Received: 1Ut SEPTIC DISPOSAL PERMITDi ( Tax MapA permit must be obtained before beginning consio St1L �' No.:11 /�{ .3 I/ Permit Fee:] woe : vVN OF QI c`r.fDtQ / 11 T�gulLDING pp �• Applicant: Zfr 4/1/111r4 installer/Builder ..��-r.h=� Jeu2� I a/.re Address: 60 OLS (2P ,Orit Address Pa- 6o4lz'7 6Z fps-/o nit /1f20,- Phone: Phone 7rZ- 72x7 Owner: Location of Installation to 7*M614-r f U 2 Address: Phone e- ///� �i Contact Person for Building&Code Compliance: Geo, ACJ& ✓ Day Phone: /cc 3740 Residence Information: a Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? A0 1981-1991 x 130 = Spa or Hot Tub Installed? " 1992—Present S x 110 = .330 Parcel Information: Topography Flat Rolling _Steep Slope _%Slope Soil Nature —Sand _Loam _Clay _Other Groundwater At what depth? BedroddImpervious Material At what depth? Domestic Water Supply _Municipal _Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- /—s' 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 /On 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 Reld(with#2 stone) Total length ft. Each trench X Seepage Pit(S with#3 stone) How many? Size? Bed or other type? 2&d.X z r 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-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 Piot 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 fad or circumstance known by or on behalf of an applicant,shall be void. ✓I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinan'-. Print Name: Date: Signature: , /�� Date: 7~/r—/y Town of Queensbury Building&Codes Septic Disposal Permit 518-761-8256 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received:' 1 Name: W(o,QC9E r n Inspected on: -g' Location: _____Ja D L�setjjArrive: a.m.1p.m. Permit No.: /y - 3 "( Inspector's Initials: (-)/ll Comments` 'ik and/or diagram Soil Type: Sand/Loam/Clay Type of Water Municipal/Well Water 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 ft. Length of each trench ft Depth of trenches ft. Size of Stone Seepage Pits Number Size x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field I Pit Opening Sealed. Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of ft. �%J!7t / Conforms as perer Plot Plan �N Engineer Report and As-Built Y N eL/CL ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use s: Approved Approved Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report so Septic Inspection Report Office No. (518) 761-8256 Date Inspe /n request received: to ( L'I J/ t/ Queensbury Building &Code Enforcement Arrive: j2. am/ Depart: m/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: W Oa PERMIT NO.: -3 LOCATION: (p Q l ,a-n--faf v- 'C N C_ INSPECT ON: elb ) L RECHECK: Soil T Comments and/or diagram Type Loam/aay Type of Water: umci /Well Water Waterline separation distance 0* 14- 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 ' ft. ./ 70V' r Length of each trench 3 ft. Depth of trenches 3 ft. Size of Stone 2_.- Seepage _Seepage Pits: Number _ Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box 4" J/$2 Distribution Box to Field/ Pit cfv as Opening Sealed: Y N End Cap N Inlet/Outlet Pipes&Baffles fly' N Manholes 12"or less below grade _Y_ N \g WO4/ [provide extension collar if Yes] Y N / Location/ Separations Foundation to tank ft. Foundation to absorption 2' ft. Separation oPits ft. ( JJ I.4 p Lin / mi Conforms as per Piott Plan _Y 1�N 6 i- Engineer Report and As-Built _Y }c N ETU Maintenance Contract _Y Se N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved �o—Partial Approved and needs to be re-Inspected, please call the Building&Codes Office Disapproved L:1Pam Whiting\2010\Building Codes FornsUnspecnon Foms\Septic Inspection Report_03 2910.doc . 1 r, LA.rr-cr ..„,c ,..„ , km cs ... I IT 1 'CI — 3 I) ....., , • 1 i . ...,..„ ii; ,,,. N, ? .........__ it. A e, Lk? ___________ Ns tt ,..r ,, , 5 tir . . / .. .. . . • , eZ 1 . i .. , ( E . ,cf. .............. Ea, % _ ,•;. ,a ;! Q. oil\ E z E . N 1 ___.. ____ __..... ... .. . . ... .. I cA(.." . . • 'St' ,0-% , J.,: — 1 , f v. ----1.,.. , :.-, ci• _......._ sEpific PLOT PLAN I HAVE SEEN OR) OBSERVED ALL OBJECTS SUCH AS HOUSES, LLS, TREES, FENCES, ETC , SHOWN LTHIs D ,O,CumENT,I HAVE PERSONALLY MEA r E TANCE SET FORT HIS DIAGRAM. •••• ' 1 --/- 7-/r-/9 ck stCNA URE i DATE -••• . ' . ' 6 0 ( " c ikr-C f � --ridptv-v7 09 I �vr OCA y` etS • r Je of ,oF � � E) (4rr-ly.. dive vRrat 1r "71 I - ° t / &I - 3 II u I o. ;e ... ;^ ` o QS N ¢ 1 ;t ..r . , S ,_s , — 0 0 6Q o (t 5. — L ai CD Ll 4 q r2 SEP1'I P •T P AN ._ ' . " .—_ ^ ^^ �`, �w I HAVE SEEN 01, OBSERVED ALL OBJECTS SUCH AS HOUSES, LLS, TREES, FENCES, ETC 1 lk.- C . SHOWN .,THIS Ds UMENT.I HAVE PERSONALLY MEA lir E TAN E SET FORT HIS DIAGRAM ' 7—/%ly ci S GPJA URE I DATE 6 0 L M , e/4- 'r CENTER PROJECT SERVICES 11 - 3 I1 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 July 10, 2014 George Drellos Project# ]92 Sanitary Sewer Services Luzerne Road Queensbury, NY 12804 Re: Proposed Replacement Septic Larry Weaver—60 Lambert Drive, Queensbury, NY Dear George: At your request we have reviewed your proposed replacement septic system design of the existing 3 bedroom house at 60 Lambert Drive 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 330 GPD and a percolation rate of 1 to 5 minutes, you will need 367 square feet of absorptive area. We recommend using a 20 ft wide by 25 ft long absorption bed with 4 — 20 foot long laterals, which will provide 500 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.