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2011-612 I ,, �„� TOWN OF QUEENSBURY � 742 BayRoad, ueensbu NY 12804-5902 (518)761-8201 �� Q ry, Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20110612 Date Issued: Friday, December 28, 2012 This is to certify that work requested to be done as shown by Permit Number P20110612 has been completed. Tax Map Number: 523400-308-014-0001-052-000-0000 Location: 183 PITCHER Rd Owner: ARC COMMUNITIES 14 LLC Applicant: ARC COMMUNITIES 14 LLC This structure may be occupied as a: Septic Alteration Commercial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the e 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 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110612 Application Number: A20110612 Tax Map No: 523400-308-014-0001-052-000-0000 Permission is hereby granted to: ARC COMMUNITIES 14 LLC For property located at: 183 PITCHER 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: ARC COMMUNITIES 14 LLC PO BOX 61102 Septic Alteration Commercial CHICAGO IL 60606-0000 Total Value Contractor or Builder's Name /Address Electrical Inspection Agency RAYMOND JONES 424-0508 P.O. BOX 702 BALLSTON SPA,NY 12020-0000 Plans&Specifications 2011-612 88 & 89 Gregwood Circle- septic alteration $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,December 19,2012 (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 T it oif9ueenpcbury;` Monday,December 19,2011 SIGNED BY y for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY E t-TE11- v�n �19 TAX MAP NO. PERMIT NO. ERMIT FEE _ DEC it, 2011 :11-ji APPROVALS: ZONING TOWN CLERK , T4 BUILDING NG& CO ES APPLICATION FOR SEPTIC DISPOSAL SYSTEM PE • • A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: 4 Pro per INSTALLER: R. mand ADDRESS: iv r ('f Ottwadt /t q ADDRESS: U .10,9 + (I(s n .e' Y 1L (0 G /a•' , PHONE NOS. �0 71-15-- 77740 PHONE NOS. 570-eia g LOCATION OF INSTALLATION: "Uu.:QQJ`o .=8-Z W Gr429 et NO.OF 1 RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW GARBAGE GRINDER 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: v •,( TOPOGRAPHY: Flat rolling /� Steep slope %Slope ✓ SOIL NATURE: Sand ) Loam Clay Other ✓ GROUNDWATER: At what depth? ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? ✓ DOMESTIC WATER SUPLY: Municipal "6 Well (If well: Water supply from any septic system absorption is ft.) ✓ PERCOLATION TEST: Rate is minutes per inch [MPI] (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: /Z) GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for • each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: O ABSORPTION FIELD (WITH NO. 2 STONE) Total length 806 ft. Each trench 50 X Co 0 SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? O ALTERNATIVE SYSTEM Bed or other type? O 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 known by or on behalf of an applicant, shall be void. 900 �e , Septic Inspection Report Office No. (518)761-8256 Date Insp on request received: Queensbury Building&Code Enforcement Arrive: `7',. Yr am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 1280'� Inspector's Initials: )// NAME: L e KrA / PERMIT NO.: 1/— 6/2 LOCATION: '� � ... INSPECT ON: /Z 717 l/� RECHECK: Comments and/or diagram Soil Type: oam/ Clay Type of Water: `/ Well Water Waterline separation distance AA 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. t 0 ' £4 le,4 ` Length of each trench ft. Depth of trenches 2-3 ft. Size of Stone 2.-- Seepage ,,Seepage Pits: Number Size: x Stone Size: Piping Size T Building to tank V'' Tank to Distribution Box 94' Distribution Box to Field/ Pit y~ Opening Sealed: .�N End Cap Y N Inlet/Outlet Pipes&Baffles :Y_N Manholes 12"or less below grade Y_.NN/� [provide extension collar if Yes] Y N Location/Separations Foundation to tank Z/A.ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Y_Jr, Engineer Report and As-Built Y✓N ,,r 4#*.ce ,tu cr A� ETU Maintenance Contract Y_ N p✓, E provided Location of System on Property: Front Rear 410110 3 fight Si Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspectlon Fonns\Sepdc Inspection Report_03 29 10.doc §tc:1,15.,(_-----1.711111.11‘ Offi Ce No. (518) 761-s25 Septic Inspection Report Queensbury Building& e Enforcement Y Rd. NY12 Date Inspection QUeensbu. Arrive: req receiv � �am/ ed: NAME: } In Initials: ��part: ►'ER1N1T NO.; INSPECT ON: '// Soil I ,-; Sand/Loam Cla T .- of Water: Munici••I Well Water mm n lig ticsim Waterline se.. r radon distance Well separation distance Other wells: Well Casing Length 50'+/- ISO'to well • wredifNo Absor•tion Field: ...../.11// Vl/ "`"04 '.. Total len•th - . 1 of each trench / De of trenches _ Mg �J /3 X eJ Size of Stone �' --tee Pits: Number �- _ Lde'e�e� "`�� 04 /4f� Size: &reed Stone Size: - -- pi, - rd✓de_ SJ Xi,7/- ..t. SizeIIIIIPMIIII Building to tank Tank to Distribution Boot Distribution Box to Field/Pr1 Opening Sealed: Y N End Cap ....Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or Bess below grade Mill (provide extension collar if Yes Location I Separations Foundation to t* ft. Foundation to absor�tin ft. Separation of Its ft. Conforms as Per Piot�i _Y__._N r Engineer Report and As-Bu . Y_N ETU Maintenance Contras Y_ N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear Pm Us_Stmt g Approved Partial Approved antes to be re-inspected, please call the Building &Codes Office Disapproved ,______ t.:\Pam Wtting\2010ilding Codes'Fo \lnsPeL'ma c Inspection Repat_03 2910.doc