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1990-174 BUILDING PERMIT y lv TOWN OF QUEENSBURY No. 90-174 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to WAYNE LA LONT)E OWNER of property located at ? Dixon Rd 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. 1. OWNER'S Address is - 0 tt same 2. CONTRACTOR or BUILDER'S Name Sanitary Sewer z Tj 3. CONTRACTOR or BUILDER'S Address PO Box 224 Glens Falls NY 12801 4. ARCHITECT'S Name cn C7 0 5. ARCHITECT'S Address fl. 6. TYPE of Construction—(Please indicate by X) ( )Wood Frame ( ) Masonry ( )Steel ( ) 7. PLANS and Specifications Sewage alteration: ro No. 10 00 gal. Tank with _one'10'-x 8' seepage pit with #3 stone at 2' depth crq as per application and specifications. ro 8. Proposed Use Sewage alteration I $ 25.00 92 PERMIT FEE PAID —THIS PERMIT EXPIRES April 18 19 (If a longer period is required an-application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this 18th Day of A ril 1990 SIGNED BY (207 for the Town of Queensbury Building and Zoning I spector TOWN OF QUE NSfURY APPLICATION FOR SEPTIC DISPOSAL PERMIT y °, =''' ?_''r / APR 17 1990 -r- BLDG. & CODE DEPT. DATE apart J / 7 ' / d LOCATION OF PROPERTY FOR NSTALLATION Owner's Name: A4 1( , L y - / -- Telephone: Address: 1 � �1 `f G/0 �J Installer's Name: Q LA P e !JS � w ✓ Telephone: .? Number of bedrooms (residential only) Z., Total daily flow (compute (. 150 gal per bedroom) Topography: Circle one: lat Rolling Steep Slope % of Slope Soil Nature: Circle one: an Loam clay Other /Depth: Feet Ground Water: At what depth? Feet Bedrock or Impervious Material: At what depth? Feet Percolation test: Circle one: not required required rate min. inch. Domestic water supply: circle one:`'Runicip� Well Other If domestic water supply is a well: Separation: Water supply from septic absorption feet PROPOSED SYSTEM: Septic Tank 7 `) gal. (minimum size: 1.000 gal.) TILE FIELD: Each Trench feet/Total.system length feet SEEPAGE PIT(S): Number of f / Size each/a feet by >7' feet Size of stone to be used # /Depth or Thickness 2 feet • ************************* I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of the Town of Queens y Sanitary Sewage Disp sal Ordinance. SIGNATURE OF RESPONSIBLE PERSON: DATE: 2/i OVER • • • • Septic System Inspections: • • A. All applications for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall be submitted to the. Building Department at least 24 hours before start • of' .construction and shall include a plot plan showing: 1..) the proposed location of the system 2.) location and distance to lot lines 3.) location,and distance to structures • 4.) location and distance to any water supply 5.) size 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. • C. 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 installa— ..., tion, alteration or repair of an approved system, a new proposal must be submitted to the Queensbury Building Department 'before' further construction. • Town of Queensbury BUILDING and CODES DEPARTMENT Bay and Haviland Roads 'Queensbury, New York 12804 • Rumarks : . • awn o/ Queenilury • BUILDING and ZONING DEPARTMENT • Bay and Haviland Road, R.D. 1 Box 98 . Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSP'CTION NAME IV./10,"_ LOCATION ''''. WNW JJ DATE »}� /20 PERMIT NO. U' r SOIL TYPE Sa .t) - Loam - • ay - Percolation Test Required? YES - NO Percolation rate - Min/In. TYPE of SYSTEM: \ Absorption field, total 'ength Length of each tre ch ' . Depth of trenches " Size of gravel \ I _ SEEPAGE PITS{Number1of) ' y,w / Size- g ft. X b t,: ,7 ,c i Gravel size , '4 f PIPING: .Size , Type Bldg. to tank �� Tank to dist. box �` PAC Dist. box to field/pi t Y "' e i Openings sealed? S) NO Partial LOCATION/SEPARATIO.S: Foundation to tan 5 ft. Foundation to abs!yrption ft. Absorption to to line ft. Separation of pi s \ ft. LOCATION OF SYS !_ _ON_PtPOPERTY(circle one) Front - Rear-= eft side - R ,ght side - COMMENTS: • • Ir SYSTEM U.E APPROVED YES NO \ .30- Buildi'i I spector 3 /o 01/86 and vl i ` R CEW7'../ - - • " P _�.7_99®_. • BLDG & CODE DEPT. l ji 0 A 7 '\ k - . - • , -- -.3 .17----'-:- 7 la. • - C_D-n . e).. h . \ - - - , \ . . . \ i ' . . • . ../. 6 cu , . , _. .. - - _