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1989-206 BUILDING PERMIT TOWN OF QuEENsBuRy . No. 89-20b iC 12sc Q �Vq WARREN ,COUNTY, NEW YORK PERMISSION is hereby granted to CATHY BARRIE � OWNER of property located at STONEGATE DRIVE Street, Road or Ave. in the Town of Queensbury, To Construct or place a SEWAGE ALTERATION at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. r WNER'S Address is SAMEONTRACTOR or BUI LDER'S Name ZA QUEENSBURY SEINER 3. CONTRACTOR or BUILDER 'S Address A �C 4. ARCHITECT'S Name 5_ ARCHITECT'S Address H�y rnrn —1 m 6. TYPE o:8red nstruction -:(:Please indicate by X) t= 7G H Wood Fram ) Masonry L i Steel7 PPLANS Specifications No. 1000 gal , tank , 2 5 ' x 8 ' seepage pits as per plot plan , and application _ B. Proposed Use SEWAGE ALTERATION w rn m ' 25000 PERMIT FEE PAID — THIS PERMIT EXPIRES December 1 (If a longer Dg g period is required an application for an extension must be rnade to the Building and fawn of Queensbury before the expiration date-) n9 zoning inslyectar of the M Dated at the Town of Queensbury this 15th Day of y� — _Ts 89 � SIGNED BY Building and Zani In for the Town of Queensbury n9 specxor t Y � ^ ..1�►irrll: .;7� �ue�arll� °�Cr�r� ' •�"���� ' ILTIM TOWN. OFFQQUEENSBIJ�' APPLICATION r, OR SEPTIC DISPOSAL PERM1TRE"InT M& IaLM CODES KM TOWN Of cwELMURT DATE r � �G ' l r � BLDG. & CODE DEPT. LOCATION OF PROPERTY FOR 1i"TALLATION Owner's Name: y - _>> f Telephone * tAll Address: Installer's Name: < (�'r afar Tele phone. Number of bedrooms (residential only) ,- Total daily Clow (compute @ 150 gal per bedroom ) Topography: circle exnc* r1 t _ Rolling Steep Slope: %U of slope Soil Nature: circle- one{ Startcl . Loclm Clay Other / Depth: feet Ground Water: At wheat depth? feet 13Leirocic or IrUlxrvious MesterI: At what depth ? feet ` Percolation test: circle one: not required required / rate min. inch. Domestic: water supply: circle one:: Municipa% - Well Other } 11' domestic water supply is a Well: SSr_peu-atioxa: Weatersupply from Styptic absorption r C ` t' feet PROPOSLD SYS'PEM : Septic Tank " pal. (minimum size: 1 ,000 g:Ll.) TILE FIELD : E,-tch "french feet / Total system length feet ST EP PA G E PIT(S) : N Lim Uer of � / Size each feet by feet T Size of :stone to be u:.;t-d 11 _�� / Depth or '1`laickness 4- feet I M P O R T A N T ...1�leaso...LIS7' NEW UQLl1PMENT TO BE INSTALLS r f ry SC (aver) r r Section 11 Septic System inspections: A. All applicactions for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall lie submitted to the Building Department at least 24 hours before start of construction and shall include a l,lot plan showing* 1 .) the proposed location of the system 2.) location and distance to lot lines 30 location and distance to structures 4 .) location and clibtance to :any water supply 50 ) sive and dimensions of all tanks, distribution boxes, tile fields and/or drywells B. No system shall be covered before inspection and approval by the building Inspector. Failure to comply with this requirement may result in the uncovering of the system by the installer and a fine of up to $250.00. CO An approved copy of the plot plan shall be available on the construction site. failure to produce said plot plan at time of inspection may result in an immediate work stoppage. D. Should unforeseen problems during construction prevent proper installation, alteration or repair of an approved system , a new proposal must be submitted to the Queensbury Building Department before further construction. i have read the regulations above and agree to abide by these and all requirements of the 'Town of Queeawsbury Sanitary Sewage Disposal CWdinance. Signature of responsible person: ( 1t- 6�c c: . Date: Town of Queensbury Building and Code Department Bay at Haviland Road Queensbury, New York 12801 (518) 792-5832 gown o !ROAeen3Let.rV U1LE)mG and ZoG riEPAFtT13 ENT B ox 9B 'Bay and Haviland Road, R. 8 Queensbury, tdew Yark '2601 S1=F'T I C C7I5P(35A4 �`� T LM5P'ECT ION L,ocAl'I ON �/ FEwI'C DIkTE Clay SC1D and ' YES - No percol ion .pest esquire • Per Cola • on rate � Min/1 ch ,TYPE of S TE14 l en5th field , tots p}bvsorptlon th of ea h tx ench Fthey Of tre -- h - ---" size Of grave of) EEPAGE PITS�� S f t. ft . X Size^ Gxavel 5rze Si P IP IL3G Bldg - to tank .p;EMk to dirt. � field{ NO Partial to DisiC._ d? Opeaning s sea ATx / PFATIONS xrfr ' do tank .+v?f G ncl.tin to absorption z d.�-�- .�t. Founciatio to lot line ft oxFti A)7s of F' (C3.rGle one n Pi s fparat � PR©72ER t side I.� enT,l or SYSTFS+1 side R. Front Rear � 7�eft CC1i�1Mx"N S a gYSTE1K USE APPROVED Y ts0 n peCtor Hui d 3.ng Ol�g6 and vl Y3