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2014-199 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 Q t7� Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140199 Date Issued: Tuesday, June 24, 2014 This is to certify that work requested to be done as shown by Permit Number P20140199 has been completed. Tax Map Number: 523400-302-018-0002-080-000-0000 Location: 15 HUGHES Ct Owner: CAROL & EDWARD LAPOINT, LE Applicant: CAROL & EDWARD LAPOINT, LE 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 /v/ / 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 nforcement Planning Board or Zoning Board of Appeals. ti TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 * Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140199 Application Number: A20140199 Tax Map No: 523400-302-018-0002-080-000-0000 Permission is hereby granted to: CAROL& EDWARD LAPOINT, LE For property located at 15 HUGHES Ct 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: CAROL& EDWARD LAPOINT, LE EDWARD LAPOINT Septic Alteration Residential DAVID LAPOINT& JOHN LAPOIN' Total Value 15 HUGHES Ct 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 2014-199 Res. Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,June 02,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o`Queensbury; o, i 7y/, .• • 12, 2014 SIGNED BY for the Town of Queensbury. Director of Building& Code Enforcement Office Use Only 1 Town of Queensbury Building & Codes Received: SEPTIC DISPOSAL PERMIT Tax Map lD:V,M 20I ' --$b Permit No.: I 4171 9 9 A permit must be obtained before beginning construction Permit Fee: $ Approvals: Applicant: /5S2L ©i"/f- InstallerlBuilder 54-N,IA Svr.e.4 /die.:e Address: 1ST /44?tie-c 00ct,--4- Address PO. g o,1/4i e2 y c/e Nj i //I A.A1 i1_f' Phone: Phone Owner: Location of Installation I5 i-/a y/eu L'70‘-(/-/- Address: '7O‘-t/`t Address: Phone /� Contact Person for Building&Code Compliance: (7—e o rg e b f e-""D�� - Day Phone: 7Y( '7o' Residence Information: s e !"��"�� Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older .3 x 150 = YS" Garbage Grinder installed? ya 1981-1991 x 130 = Spa or Hot Tub Installed? Nu 1992-Present x 110 = Parcel Information: Topography Flat Rolling Steep Slope _%Slope Soil Nature '4 Sand Loam Clay _Other Groundwater At what depth? 'P Bedrock/Impervious Material At what depth? Ara Domestic Water Supply ,x Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- /:0 I 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 1/07)7/ 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 X Seepage Pit(S)(with#3 stone) How many? Size? Alternative System Bed or other type? 02 O/ -4 LS 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 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 respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: G-Pr 4Date: Z �Y Signature: _ .� L�'1� � 9 Date: 5 "/ Town of Queensbury Building&Codes Septic Disposal Permit 518-761-8256 Septic Inspection Report Office No. (518) 761-8256 Date Ins•- i•• -.i- �fr-part: • Queensbury Building &Code Enforcement Arrive: • Z7 ' a pm n � NAME: I-.RYDt&YF Pr' NO.: y -\c:n LOCATION: 1.6- I-1 13E-) Ct)pp 'ECT ON: RECHECK: Comments 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 BUILTStone Size: AS Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ 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 . Foundation to absorption /71_ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y— N ETU Maintenance Contract Y_ N provided Location of System on Property: Front '-.r Left Side Right Side Middle Front Middle Rear S stem Use S . s: V Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc • CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 May 15, 2014 Project# 185 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road ,„ J Queensbury,NY 12804 'I►��� 2 ZDV OF QUEENSBURY Re: LaPoint—Replacement Septic System UILDING& CODES Dear Dave: On May 8, 2014, I performed a deep soil test pit and percolation test at the LaPoint residence located at 15 Hughes Court in Queensbury. The test was performed to the west of the existing residence in the location where construction of a new leach field is proposed. The residence has an existing failed septic system which will be decommissioned upon completion and certification of the replacement system. The results of the testing are as follows: Deep Soil Test Pit 0—8" Topsoil 8—36" Loamy Medium Fine Sand 36—72"Medium Fine Sand Mottling observed at 36", Groundwater observed @ 48" Percolation Test Stabilization percolation rate - 1" in 1 minute, 01 seconds The hole was presoaked and the test was run 9 times until it stabilized with three consecutive runs of 1:00, 1:01 and 1:01 respectively. The design flow for this 3 bedroom residence at 150 gpd per bedroom requires 474 sf of absorptive area. The new replacement absorption system should consist of a new 1,000 gallon septic tank located west of the residence, a new distribution box, a 20 foot wide by 25 feet long absorption bed (500 sf) with 4 — 20 foot long laterals located to the west of the residence. The new absorption bed should be constructed as a shallow bed system and the bottom of the stone bed shall not be deeper than 12" into the existing grade. See the typical detail sheet attached for installation details. Please call me if you have any questions. Sincerely, Thomas R. Center, PE • CENTER PROJECT SERVICES 73 Sheridan Street, Glens Falls,NY 12801 Phone-518-796-2515 June 20, 2014 Project# 185 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: LaPoint—Replacement Septic System Dear Dave: This Ietter is to inform you that we inspected the completed replacement septic system for the Lapoint residence located at 15 Hughes Court in the Town of Queensbury on June 17, 2014. The replacement septic system as installed was for a 3 bedroom home and consisted of a new septic tank, new distribution box and a 20 ft wide by 25 ft long absorption bed with 4—20 ft long pipe and stone laterals. The system conforms to the requirements of the approved replacement septic system design. Please call me if you have any questions. Sincerely, Thomas R. Center, PE • AS BIJ lIT APPROXIMATE "^xNcx ^tl"`2 ""- OUF01m COVERS 1. CONSTRUC- FINISH GRADE REcauuEwm. AND SHALL OF THE DI: DEPARTMEI 'm ASTM F481481 9AFFTE-� CORRUGATI fg.1INLET ALLSTR CTURESED 9 0 RI ,.AR R011DW14 , 1... HOUSE NEW 1.000 GAL SEP11C TANK T3 I 2 PROPERTY s' UNE NEW DISTRIBUTION BOX 20' WIDE BY 25' LONG ABSORPTION BED 4 - 20' ABSORPTIIXd LATERALS NO WELLS OBSERVED WITHIN 100 FT ALL PROPERTIES SERVED BY TOWN WATER SM DISPQSAL LAYa1T - ASAULT oWNSWA NOTES: 1. TILE FIELD TO BE 100' OR MORE FROM ANY LAKE. SWAMP. DITCH OR WATERCOURSE AND 10' OR MORE FROM ANY WATER LINE UNDER PRESSURE OR IN -GROUND POOL 2 FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX USE DUCTILE OR CAST IRON PIPE. OR SCHEDULE 40 PVC WITH CEMENTED JOINTS 3. DISCHARGE FOOTING. ROOF AND CEILAR DRAINAGE AWAY FROM SEWERAGE SYSTEM. A DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL VATH CONTOUR LINES 0. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FELL 5. SWALE AT UPHILL SIDE OF BED TO DRAIN RUNOFF AWAY FROM BED MIN. UAL HOUSEHOLD SYSTEMS, AND ' THERMOPLASTIC PIPE AND TANK LEACH FIELDS. ALLOWED WITHIN THE LIMITS PIPE INSTALLATION HAS BEGUN. ION BED TO THE DEPTHS REWIRED, RPTION BED SHOULD BE CLEANED 1J SURFACE AND TO LOOSEN PERFORATED PIPE AND UNTREATED BUILDING SHOWN, AND CARE SHALL BE OF FINE GRAINED SOILS AND STONE AND PIPE. W ro R.�P: 6" TO 12" BACKFILL 12" ITwJ 6" MIN. 5. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM INE DISPOSAL FIELD. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE. ABSORPTION FIELD AREA. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. SLOPED TO DRAIN EARTH FILL GROUNDMWATER ELEVATION PLAiERALTED .. V TO 1 1 /2" (SHED STONE ER BOX FORT 2. NO HEAVY MILLER Y FORT WI ED CR OF THE DI: EQUAL 3. AFTER EXC MIN.sOFE 9 0 THE WALL`. 1/4 PFR FOOT r slop¢ 1/B' PER FORT AND RAKE NEW 1,000 GAL SEPTIC TANK _ ALL WHET INVERTS TO BE SET T �� SMEARED B-VAnON. SAME 4. PLACEMENT � LEVF�RS (USEOFSF) Qj57RIBl1MA BOX EDGE PAPER OR Nn ENCOURAGED) EXERCISED RI ,.AR R011DW14 , 1... HOUSE NEW 1.000 GAL SEP11C TANK T3 I 2 PROPERTY s' UNE NEW DISTRIBUTION BOX 20' WIDE BY 25' LONG ABSORPTION BED 4 - 20' ABSORPTIIXd LATERALS NO WELLS OBSERVED WITHIN 100 FT ALL PROPERTIES SERVED BY TOWN WATER SM DISPQSAL LAYa1T - ASAULT oWNSWA NOTES: 1. TILE FIELD TO BE 100' OR MORE FROM ANY LAKE. SWAMP. DITCH OR WATERCOURSE AND 10' OR MORE FROM ANY WATER LINE UNDER PRESSURE OR IN -GROUND POOL 2 FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX USE DUCTILE OR CAST IRON PIPE. OR SCHEDULE 40 PVC WITH CEMENTED JOINTS 3. DISCHARGE FOOTING. ROOF AND CEILAR DRAINAGE AWAY FROM SEWERAGE SYSTEM. A DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL VATH CONTOUR LINES 0. FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FELL 5. SWALE AT UPHILL SIDE OF BED TO DRAIN RUNOFF AWAY FROM BED MIN. UAL HOUSEHOLD SYSTEMS, AND ' THERMOPLASTIC PIPE AND TANK LEACH FIELDS. ALLOWED WITHIN THE LIMITS PIPE INSTALLATION HAS BEGUN. ION BED TO THE DEPTHS REWIRED, RPTION BED SHOULD BE CLEANED 1J SURFACE AND TO LOOSEN PERFORATED PIPE AND UNTREATED BUILDING SHOWN, AND CARE SHALL BE OF FINE GRAINED SOILS AND STONE AND PIPE. W ro R.�P: 6" TO 12" BACKFILL 12" ITwJ 6" MIN. 5. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM INE DISPOSAL FIELD. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE. ABSORPTION FIELD AREA. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. SLOPED TO DRAIN EARTH FILL GROUNDMWATER ELEVATION PLAiERALTED .. V TO 1 1 /2" (SHED STONE cloSe_ t,0 .511., ...,y -330 /`4- Septic Inspection Re Office No. (518) 761-8256 Date Inspection requ�-1 - ed: Queensbury Building &Code Enforcement Arrive: Z-: ID •• /p ; ,,,,-.•rt: Z' -4.0'ern 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi• s• 'r" i (4 C 9 NAME: -"...1,::,,,. {,\-\--02. P . . IT NO.: l l — l LOCATION: '1 > ie S -C___="-r, PECT ON: RECHECK: 1 Comments and/or diagram Soil Type* .1....• •.m/ Clay Type of Water: nicipal • 1 ater Wat- '.- ` --. 'on distance • F a�c"Aft. 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 'lc- ft. Length of each trench ' 'ft. , 711).' .1-,-- -(:) E._.1-,-- -(.1-,-- -(:) E._' K-Z5' Depth of trenches ` ��zQft. � Size of Stone Zj o 1 tJ F E. Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 11 I)C 1,YQ— Tank to Distribution Box IT' 1� j)2 Distribution Box to Field / Pit '' 1-jV�� —N-0 t t. P Opening Sealed: N End Cap V N 1—Z>E3 Inlet/Outlet Pipes&BafflesN ( . Manholes 12"or less below grade Y_ [provide extension collar if Yes] Y N Location/ Separations Foundation to tank k-> ft. Foundation to absorption -7 .1 ft. 1- <'-(7' ___\----7 Separation of Pits ft , , `i Conforms as per P Pla Y y)f / Engineer Report an As-B Y N ' ETU Maintenan C ct _Y_ N ? -- provided Location of System on Property: �� Front Rea eft Side Ight" Side addle Front Middle Rear stem Use S .tu . Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Repori`03 29 10.doc