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2009-535 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OAF COMPLIMNCE Permit Number, P20090535 Date Issued: Monday, November 29, 2010 This is to certify that work requested to be done as shown by Permit Number P20090535 has been completed. Tax Map Number. 523400-295-014-0002-069-000-0000 Location: 32 MT. VIEW Ln Owner. JOSHUA & HEATHER BROWN Applicant: RANDY &KRISTIN MC KEEVER This structure may be occupied as a: Septic Alteration Residential By Ceder of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DUES 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&Cade Enforeernent 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: P20090535 Application Number. A20090535 Tax Map No: 523400-295-014-0002-069-000-0000 Permission is hereby granted to: RANDY&KRISTIN MC KEEVER For property located at: 32 MT. VIEW Ln 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 QueensburyZoning Ordinance. TWe of Construction Value Owner Address: RANDY &KRISTIN MC KEEVER 32 MOUNTAIN VIEW Ln Septic Alteration Residential QUEENSBURY,NY 12804-0000 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency HOWARD'S EXCAVATING 470 WEST MT Rd QUEENSBURY,NY 12804-0000 Plans &Specifications 2009-535 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, October 30,2010 (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 own o Quee r ctober 30,2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement i ,- . " ------OFFICE USE ONLY ...................' TAX MAP NO. PERMIT NO. PERMIT F , I r I I � 1 APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM P A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE SSU11� �COS PERMIT. , OWNER: 2� INSTALLER: ADDRESS: +/w `` ADDRESS: Leled/) PHONE NOS.- 2 f PHONE NOS. LOCATION OF INSTALLATION: RESIDENCE NO.OF INFORMATION: YEAR BUILT X COMPUTATION= TOTAL DAILY FLOW BEDROOMS GARBAGE GRIN0._ 1980 or older X 150 gallon per bedroom = INSTALLED? 1981 1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rolling I�t Steep slope %Slope ✓ SOIL NATURE: Sand L" Loam Clay Other ✓ GROUNDWATER: At what depth? L4-Le� ✓ BEDROCK/IMPERVIOUS MATERIAL: Atwhat depth? ✓ DOMESTIC WATER SUPLY: Municipal L / Well (if well: Water supply from any septic 09,ry system absorption is ft.) ✓ PERCOLATION TEST: Rate is )04 -2y- a`U4pe 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 (MIN. SIZE 1S 1,000 GAL.) Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length '�09 ft. Each trench X ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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 knew-% h„— "- -'t -` -- - " . Community Development Office Town of Queensbury - 742 Bay Rd. Queensbury, New York -12804 PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. SIDE PROPERTY LINE C-41 ....... ..... ... ........... ................ ............. . ................... Ab ................................ ..................... ...... L—L -4 L i -A ......... .................. .... ........ ............... ....... ............... .......... -n.................. Z.................. LU 0 z z .. ........ .. .......... ............... ............ 0 LU M 0 ........ ......... JA ........... ........ .... ........... z LU . ........... ...... . ........... _ .I j �j , .... ...... .......... . ............t-- ............. 0 ......... IF J SIDE PROPERTY LINE 1 SQUARE = FT. ti Septic Inspection Rep Office No. (518) 761-8256 Date InsQU0611freq st c ' ed: Queensbury Building &Code Enforcement Arrive: a /p epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials NAME: t"IS E EX) P IT NO.: f�LOCATION: - Him�L T"AttJUI� L4)OE- I PECTON: !! 1 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 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 Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet. Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. lot Plan N En ineer Report an As-Built Y—N ACC evES7 �� - Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S s m Use to Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc 13 09 08:58a Ron Rucinski 518-584-5012 p.1 RUCiNSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue �JG` Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrrQnycap.rr.com ephail@_nycap.rr.com Fax - Sheet 1 of 1 To: Dave Hatin—Town of Queensbury—Building Department Dave Howard—Howard Excavation From: Ethan Hall Date: 13 November, 2009 Re: 32 Mountain View Drive--Septic system Replacement Our office was contacted by David Howard of Howard Excavation to review the installation of the replacement sewage disposal system at the above referenced residence. The existing residence is a 3 bedroom, single family residence. Mr. Howard indicated the existing septic system was failing and he replaced the system with a new 1,250 gallon concrete septic tank, new distribution box and 5 new laterals at 40' in length. The existing sewer main runs from the basement space and continues beneath an existing screen porch foundation that is concrete slab on grade with a concrete masonry frost wall. The depth of the existing sewer line below the floor is approximately 24". The new septic tank was placed so that the existing sewer line depth remained and the tank has a 3"drop through the tank. Using standard sewage disposal system pitches this provided a total depth of the end of the laterals at the farthest point of the field at approximately 40" below grade. The system was installed utilizing PVC sanitary drain piping with a 18" depth of stone around the pipes. The soil characteristics are well drained sand to a depth of 8' as determined by test pit dug during our site visit. There was no indication of mottling or ground water encountered. Based on our observations it appears the systems as installed will be adequate for the single family residence being served. While the ends of the laterals are deeper than recommended it is our opinion that the soil conditions present on the site will not require the system to rely on any evaporation and therefore the depth is acceptable. If there are any further questions or you would like to discuss any additional aspects of the project please call our offices. Regar Ethan P. Hail. Architect YAHoward Construction\32 Mountain View SepticTax 13 Nov 2009.doc 1 jff�l Septic Inspection Repo Office No. (518) 761-8256 Date Inspection rerECTON: Queensbury Building &Code Enforcement Arrive: a : a / m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: __e' C* . PELOCATION: IN RECHECK: Comments and/or diagram Soil T Clay ly of Water M ici Water Water i aration distance Well separation distance ft. Other wells: Well Casing Length 50' + - Y N N/A Absorption Field: Total length ft. Length of each trench oft. Depth of trenches ft. 5��,� oF-F Size of Stone 7— Seepage Pits: Number Zi Z Size: x Stone Size: 'F0 (L- o-� �� Pi in Size T � �'j O � Buildingto tank ��}Lj Tank to Distribution Box H C Distribution Box to Field / Pit " t. TC> yr-_RF_ Opening Sealed: N End Ca _ N InletjOutlet Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan VrY N Engineer Report and As-Built Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc