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1988-076 BUILDING PERMIT H TOWN OF QUEENSBURY No. 88_76 G ,/ 1� WARREN COUNTY, NEW YORK o lr Jl / O co �./� PERMISSION is hereby granted to Robert Tomis 17 Whipporwill W OWNER of property located at 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 Same 1 rt H O 0 H. 2. CONTRACTOR or BUILDER'S Name Morning Star Excavating 3. CONTRACTOR or BUILDER'S Address Route 32 Gansevoort, N.Y. 12831 4. ARCHITECT'S Name r• b ro 0 O 5. ARCHITECT'S Address H. F-' 6. TYPE of Construction—(Please indicate by X) ( I Wood Frame ( I Masonry ( ) Steel ( ) 7. PLANS and Specifications to co No. Existing 1000 gal tank, 2 seepage pits each 6'x10' as per application op and plot plan, S 8. Proposed Use rt 0 Sewage Alteration rt N• 0 10.00 March 18, $ PERMIT FEE PAID —THIS PERMIT EXPIRES 19 90 (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 March 19 88 SIGNED BY j 2 -C_- Q . ae :J for the Town of Queensbury Building and Zoning Inspector "C__fe' . ~ �I'llI'1L O �.Pi1ld ( T OWN C F v M ti APPLICATION FOR SEPTIC DISPOSAL PERMf J1- L MAR 198B BUILDING & CODE DEFT. /0 L ��/OD DATE //Yliwc f?% / S LOCATION OF PROPERTY FOR INSTALLATION / `7 60 At,, rw.-x-t, Owner's Name: Are.. .✓# f Mqvc. 1 Telephone: _ 9 ? 31 y( 7 Address: _ /` (1) Installer's Name: /-M,,,- ., �j%�� - Telephone: Number of bedrooms (residential only) ,7 Total daily flow (compute @ 150 gal per bedroom) Topography: circle one: la 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: Municipal Well Other IF domestic water supply is a Well: Separation: Watersupply from Septic absorption _ feet • PROPOSED SYSTEM: Septic Tank t eve _ gal. (minimum size: 1,000 gal.) TILE FIELD: Each Trench feet / Total system length feet SEEPAGE PIT(S): Number of 0_, / Size each % feet by it, feet Size of stone to be used # 3 / Depth or Thickness feet * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * IMPORTANT ...Please...LIST NEW EQUIPMENT TO BE INSTALLED * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * (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 perso w -.-_.„ Date: . 7/ -7, /)\ Town of Queensbury Building and Code Department Bay at Haviland Road Queensbury, New York 12801 (518) 792-5832 SETTLED 1763 . . . HOME OF NATURAL BEAUTY . . . A GOOD.PLACE TO LIVE .711,0 Town .o : ueensbur BUILDING and ZONING DEPARTMENT . Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME • LOCATION WII-l;.Pc Kith L DATE V4-3/PERMIT NO. r SOIL TYPE <ED - Loam - Clay - Percolation Test Required? YES - 70) Percolation rate - Min/Inch • TYPE of SYSTEM. Absorption fiel:, total length Length of each tench Depth Of trenches * • Size of gravel_ SEEPAGE PITS{Numbe of) Size- 7 ft. X T t. Gravel size PIPING: Siz- Type Bldg. to tank Tankto dist: box -arc- • .'.; . Dist. box to field/pit Openings sealed? YES NO Partial LOCATION/SEPARATIONS Foundation to tank 0 ft. . Foundation to abso••tion . ft. Absorption to lot A ine ft. Separation of pit-. ft. LOCATION OF SYST ON PROPERT (circle one) Front - Rear - L,•ft side - Rig t side COMMENTS: vl L �e it fix- • SYSTEM USE APPROVED YES Ny Building Inspector, • 01/86 and vl el 0 g. XI° tt7 3 15'