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87-136 • BUILDING PERMIT TOWN OF QUEENSBURY No 87_136 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to Vito Cavallari OWNER of property located at Corinth Road Street, Road or Ave. in the Town of Queensbury,To Construct or place a Sewage Alteration for Restaurant rt at the above location in accordance to application together with plot plans and other information hereto filed and o approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. tv • C 1. OWNER'S Address is Box 4316 Corinth Queensbury, NY 12801 N• 2. CONTRACTOR or BUILDER'S Name Paul N. Naylor Jr. 0 3. CONTRACTOR or BUILDER'S Address ri rt 0 0 4. ARCHITECT'S Name lv a 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) ( )Wood Frame ( ) Masonry ( )Steel ( ) to 7. PLANS and SpecificationsGQ No. 800 gallon seepage pit and grease trap per plot and application ID rt 8. Proposed Use - H Sewage system for restaurant rw+ s $ 10.00 PERMIT FEE PAID —THIS PERMIT EXPIRES April 9 19 89 (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 9th Dayr of April 19 87 SIGNED BY // I CLcluoter for the Town of Queensbury Building and Zoning Inspector s f „Y.-n. 4°161.6, ' ip)i--- TOWN OF QUEENSEUR APPLICATION FOR SEPTIC DISPOSAL PERMIT ` 1 l• Lip rs II APR 81987 DATE Apt--.1( / BUILDlN & CODE DEPT. gti LOCATION OF PROPERTY FOR INSTALLATION My, 4 2 ecrv,-h ed Owner's Name:\I l-b (Th Nfa. Rar) Telephone: 1 ?c -Eq(y Address: _ L o CCXij l IL l,) s 11 U--I ) , Installer's Namr-eacti. 14. iv$j or j,( Telephone: ` 93 010 Number of bedrooms (residential only) \ _ Total daily flow (compute @ 150 gal per bedroom) Topography: circle one: 120 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 th? ›(,._ feet Percolation test: circle on : not required r quired / rate in. inch. Domestic water supply: circl Municipal We 1 Other IF domestic water supply is a Well: Separation: Watersupply from Septic absorption _ feet PROPOSED SYSTEM: Septic Tank //LIV gal. (minimum size: 1,000 gal.) TILE FIELD: Each Trench feet / Total system length feet �/' SEEPAGE PIT(S): Number of < , / / Size each feet by feet �_/ �c ,7„ • � . .-, Size of stone to be used # /.--- / Depth or Thickness _ feet A PO * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * IMPORTANT ...Please...LIST NEW EQUIPMENT TO BE INSTALLED * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * E U b S a 11(311 5e-e, aye. g rQrvfe 71- U `1 I2Cl)_ \ , 32. (over) Section II 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 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 Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person: Town of Queensbury Building and Code Department Bay at Haviland Road Queensbury, New York 12801 (518) 792-5832 • SFTTI Fri 17/q _ _ _ HOAAF (1F NATIIRAI RFAIITY _ . . A (;O(ll) PI ACF TCl I IVF c7 I Jocun of Queeniturcy BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPT DISPOSAL �� /�/('SYST INSPECTION NAME d`/%� / YX" . LOCATION ( ,d'/lc/✓ 0245gv 1 ' DATE r7PERMIT NO. � - I3 SOIL TYPE - Sand' Loam - Clay - Percolation Required? YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field, total length Length of each trench Depth of trenches . Size of gravel SEEPAGE PITS{Number of) Size- gt; ft. X q ft. �;; -='-"�'; Gravel size ' 2-- PIPING: Size e Bldg. to tank L.¢ Art Tank toraist.—b x f L L ‘ Dist. to field/.i pings sealed? NO Partial LOCATION/SEPARATIONS: Foundation to tank 76 ft. Foundation to absorption Absorption to lot line ft. Separation of pits ft. LOCATION 0_ SYSTEM ON PROPERTY(circle one) Front - 4:1110 Left side - Right side - COMMENTS: j -5?-be4 24.41T - SYSTEM USE APPROVED YES NO Ai/ Gl1.T.!I�rfr. Buf lding In'p'i or 01/86 and vl , ........ . ,.. .,. . . -4' - '...'-r. . .. -- • . ..,.....................,.,..„. , .,,, , ... . . • 0, t. ... 1 . . . . _ . .,, . . . . .,./ \ - , 1 .. ,, ....\.(..!,, C? ,,-.-1 :s- l'i . i• (.1.4. 1 6. 4 . . .. . • , : , • ,...• . , . (2... ., . . • 1, : '. - i •,r 1 -... .‘ -• ' . . 06/ . , . 1 ' • •• ,...tiff.0• . 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