Loading...
2008-582 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIIA►NCE Pemut Number. P20080582 Date Issued: Thursday, February 10, 2011 This is to certify that work requested to be done as shown by Permit Number P20080582 has been completed. Tax Map Number. 523400-301-017-0003-034-000-0000 Location: PEACHTREE LANE, OFF Owner. SHERMAN PINES HOMEOWNERS ASSOC Applicant: SHERMAN PINES HOMEOWNERS ASSOC This structure maybe occupied as a: Septic Alteration Residential By Otder 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, t, l 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: P20080582 Application Number. A20080582 Tax Map No: 523400-301-017-0003-034-000-0000 Permission is hereby granted to: SHERMAN PINES HOMEOWNERS ASSOC For property located at: PEACHTREE LANE, OFF 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: SHERMAN PINES HOMEOWNERS CIO MAXWELL PROPERTY MGM Septic Alteration Residential PO BOX 332 Total value SARATOGA SPRINGS,NY 1286 Contractor or Builder's Name/Address Electrical Inspection Agency MORNING STAR EXCAVATING & SE NY 12804-0000 Plans &Specifications 2008-582 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, November 04,2009 (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 of Quensbury; Tuesday,November 04,2008 for the Town of SIGNED BY ' Queensbury Director of Builag&Ge Enforcement `For an EPA,homeowner's guide: http://www,epa.gov/npdes/pubs/homeowner guide long customize odf --->O/ 7 �/, OFFICE USE ONLY T' TAX MAP NO. PERMIT NO-a ZLERMIT FEE ; APPROVALS: ZONING TOWN CLERK --------------------------------------------------------------------- - ---------------------- APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: 5`N4F•2,MAn1 8,465 NcMt�C✓���"S �ISSoe. INSTALLER: Mi:P-AjcwC9 -5 AID �kC&,1A-rjN�: rr .SC—r tC f ADDRESS: jE/ C-#'7XeZ 4AW I-Z/IqS,/ 20 ADDRESS: /V � '✓cJL�u/��-Cr IrU �flnf;il�i!, °� 'J` �Z�-7 PHONE NOS. JcrJN J b 7-b'-3 G`f PHONE NOS.77,3 -a,X`70 cz,47 lg - gJ q LOCATION OF INSTALLATION: RESIDENCE YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older Q X 150 gallon per bedroom = 0 GARBAGE GRINDER 1981-1991 L.� X 130 gallon per bedroom = U INSTALLED? 1992-present X 110 gallon per bedroom = 0 SPA OR HOT TUB INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE SLOPE % ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCKIIMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is:( ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE 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 IS 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 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 known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree QUESTIONS? CALL 761-8266 OR EMAIL to abide by these and all requirements of the Town of Queensbury codesCdaueensbury.net Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net CTStb :_ Town of Queensbto-y - Community Development Office • 742 Bay Road, Queensbui-y, NY 12804 Septic Inspection Report Office No. (518) 761-8256 Date InspectionrNO.: _ Queensbury Building&Code Enforcement Arrive: " 2 art: !1 m pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: _`��t .�t-1 RK-) 2,�� PE LOCATION: � C��1c VA -T j?'V r- INSZ--, -- 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 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: Pipiqq Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Ca Y N Inlet/Outlet Pipes&Baffles Y N � v�yL Manholes 12"or less below grade ^Y _ _ N [provide extension collar if Yes Y N Location Separations Foundation to tank U✓`? J Foundation to absorption Se ration of Pits N En ineer R - u Maintenance Contract Y N provided Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear s em Use S s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved U\Pam whiting\2010\Building Codes FormA\inspectlon Forms\Septic inspection Report 03 2910.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspectiol �request v • ( `/ 06' Queensbury Building &Code Enforcement Arrive: 1�;h a part: D p 742 Bay Rd., QueensJbury, NY 12804 Inspector's Initials NAME: PERMIT NO.: LOCATION: INSPECT ON: RECHECK: A4 ,c: Comments and/or diagram Soil T oam/ClayH Type of Water:CtTu I r Waterll ion distance oJT ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N N/A Absorption Field: Total length ft. Length of each tren &0 ft. Depth of trenches a ft. Size of Stone Z r Size: x 2,U--V Stone Size: 50*Z5- Piping Size T Building to tank Tank o DistributigQ Box � Distribution Box Opening Sealed: N L-pdTy_-VEnd Cap N Inlet/Outlet Pipes&Baffles N Location/ Separations Foundation to tank c Foundation to absorption ft. ration of Pits ft. nforms as)per Pl a—nll_Y AN— ,,frigineer Re a As-B ' Y I N :MiddleFront Location of System on Front Rear Left Side Right Side Middle Rear S s• Approved Partial Approved and needs all the Building &Codes Office Disapproved Last revised 06/18/07 U\Building&Codes Fors-01-1)\Building&Codes\Inspection Fonns\Septic Inspection Report.doc VAN DUSEN AND S T EVES PAGE Ki ai L � 189 Haviland Road Queensbury,NY 12804 Hutchins En ineerin Phone:(518)74M307 9 Fax:(5,8)745-o308 November 4, 2008 Mr. Frank Shaw VIA FAX- 793-211 Morningstar Septic Service 1 Pare 107,Jewell Road Gansevoort, NY 12831 Reference: 18 Peachtree Lane, Queensbury (T), Shermar, Pines Subdivision Multi-House Septic System Replacement Gear Frank: On November 3, 2008, this office completed two soil percc,cation tests in soils that had been amended for a replacement bed system at the referenced residence. The bed area has been excavated and soils newly amended to tvv) feet below bottom of reed stone layer due to the fast percolation rate of native soils as tested by this office on October 20, 2008. The absorption bed is being replaced in accordance with a c.vsign prepared by others. The stabilized percolation rates in the amended material v mre 3 rninutes, 10 seconds and 5 minutes respectively. Please contact me if you require additional assistance. Best Regards, G. Thomas Hutchins, P.E. G.Th=91 HUtohins,RE, mutchins EnCineering (E,18) 745-0300 P. 1 169 Hav4and Roac C;ijeensbuN,NY 12804 Hutchins Engineering ,-'none:(516)745-0307 Fax:(518)745-0308 October 20, 2008 Mr. Frank Shaw VIA FAX TO: 793-2115 1 Page Morningstar Excavating 107 Jewell Road Gansevoort, NY 12831 Reference. 18 Peachtree Lane Queensbury NY Dear Frank: At your request, today I completed a percolation test on comr,tons arc property behind the referenced residence, The soil percolation rate was lsass, .-tan 310seconds per inch. 'Therefore the soils wifl require amending in accordance with t!)e original subdivision plans in order for a replacement system to be installed. As you know, a permit from the Town of Queensbury is fequh )d for this work. Please contact me if 1 ;3an be of further assistance. Regards, G. Thomas Hutchins, P.E. WN R se-V i e Vv,--,i d E15 V Date: G.Thcmas Hutchins,P.E. M'a�V rr # � e k A, Irkr- *T7 ' Its/ CP __ �- SEPTIC NOTESt —�" 1) AS PRIMARY SEWAGE DISPOSAL AREAS) F REFORESTED, AS RESERVES ARE PLACED THEY WILL BE SERVICE. 5`5" s�Z6*— 2) SEPTIC TANK SIZE - 1000GAL. FOR 2 A NO. 1 DISTRIBUTION BOX BY FORT MILLE5 gI0k00MS. USE _ 3) ALL CONCRETE STRUCTURES BY FORT KILL„ 0. LIR EQUAL. DpOSAt� FIELD DESIGN TWO 2 QO)ii-)tE � ,I�AL 5- N BASE? ON A PERCOLATION RATE OF 1-5 MIN./INCH 4' BEDR60MS AT, 150 '. ACTUAL RATE LESS THAN ] MIN: 600 GPD X .80 rdA7'} r,,00 GPD 1 AMEND SOILS TO 1-5 MIN./INCH 480 GPD 4 90 GPL�,RVE'L 480 GPD r APPLICATION RATE 1.2 GPD/SF f USE BEDS 15' X 364; "4 SF 1.2 GPD/FF X .75 FOR BEDS a ,90 GPD/SF AMENDED AREA: 25'! t? S}, CONSIDERATION IS TAKEN FOR WATER SAVER FIXTURES TOTAL PIPE IN BED; '8L,F 3—B�Al2O9j�4 RESIDENTIAL UNITSJDISPOSAL AR A x 3 3t:oi'DO: s Y. 150 c..4 9 BEDROOMS AT 150 OPD 1350 r.;PD 45J GPD X .60 WA'I'1,=-.;" 1350 PO X .80 WATER `SAVER - 1080 GPD 360 GPD - .90 GPDJ4�? F60 GPD 1. � IC GPD + .90 GPD/SF = 1200 SF UPE BEDS 15' X 27 'S JR H USE DS 25 X 50 = 1250 SF Ai" � � � NDED AREA: .. 25 f �• AMENDED AREA: 35' X 60'. TOTAL P1"PE IN'BEDxL� TOTAL PI?E IN BED: 250 LF ✓� ONE R� _ i00M RCSI'j .OLI�'/ ' i ( THREE 2—BEDROOM RESIDENTIAL .UNITS/BISPOSAL AREA Ob e'�;. DISPO Ar *ter,. 7 ��'I ? $EDROOM RESIDP�j1TIL yu�I RE_A_ 2 f?�, c 17RU:;�,50 X 150 Gpf) Gpn 6 BEDROOMS AT 150 GPD = 900 GPD 300 GPD X .80 WATEt:a 240 GPD 240 GPI? - 90 GPD%S 900 GPD X .30 WATER SAVER:= 720 GPD = USE rtLD3 15 t X; 20, ',SFI: .�'i - 720 GPD + '.90 GPD/SF = 800 SF nt",c;'', �F';, AREAL 25' =; USE BEDS 20' X 40' t'OTAL RIPE IN BED"# ' AMENDED AREA: - 3G ' X 50' TOTAL WIPE IN BED: 160 LF ' , y 1 r 4 . � V i i I s_ t 4 4.a67ga 1 r 'O APPROVED � Received Application p Town of -� $idg.Dept tiv APR i ! 1994 I • - - �-- - ^ e,f t o� -,�tITYd St.?.E auJ I .._.._ ^� 44 t�i-Y.