Loading...
88-491 BUILDING PERMIT 4 TOWN OF QUEENSBURY 88-491 b No. WARREN COUNTY, NEW YORK PERMISSION is hereby granted to Christopher Healy co BayRoad Street, Road or Ave. OWNER of property located at 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. N. 1. OWNER'S Address is c Same C N 2. CONTRACTOR or BUILDER'S Name Queensbury Sewer Service `C 3. CONTRACTOR or BUILDER'S Address RD#1 — Upper Bay Road Glens Falls, N.Y. 12801 4. ARCHITECT'S Name N fZ, 5. ARCHITECT'S Address (D 6. TYPE of Construction—(Please indicate by X) CD ( )Wood Frame ( 1 Masonry ( 1 Steel ( ) rt CD h CD 7. PLANS and Specifications r' N. 0 No. 1000 gal. tank, 180' tile field as per plot plan and application 8. Proposed Use Sewage Alteration 10.00 PERMIT FEE PAID —THIS PERMIT EXPIRES July 1 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 Queensb is 11 th Da of July 19 88 SIGNED BY for the Town of Queensbury Building and Zoning Inspector �` i horn i QuailAify QTO N; C ' T > / APPLICATION FOR SEPTIC DISPOSAL PERMIT P ,� JUL '51988 DATE Th-e _:5---/ , c BUILDING.& CODE DEPT. 9- ir)i - 42 'I U LOCATION OF PROPE TY F R I TALLATION Owner's Names �(,1 A c.. Telephone: Address: _ c'''Z �� - t II Installer's Name: c I' C ' 1 oz,. Telephone: c t ' Vge -7 Number of bedrooms (residential only) _ L. d7 Total daily flow (compute @ 150 gal per bedroom) ) �`Z, Topography: circle one:, tat 'Rolling Steep Slope % of slope Soil Nature: circle one:(andf 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 t --z, feet PROPOSED SYSTEM: Septic Tank / I:727 gal. (minimum size: 1,000 gal.) z TILE FIELD: Each Trench 6c, feet / Total system length / `?s'`=' feet SEEPAGE PIT(S): Number of / Size each feet by feet Size of stone to be used # � / Depth or Thickness — feet * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * IMPORTANT ...Please...LIST NEW EQUIPMENT TO BE INSTALLED * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * i`; tea, �v (over) vA ' GO`��Ckl: 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 Sanit Sewage Disposal Ordinance. Signature of responsible person: c"`z'/ \ 8 Date: - 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 Jou in o f Quenihur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 fq),) SEPTIC DISPOSAL SYSTEM INSPECTION NAME LOCATION //� d' DATE / '(p /A7' PERMIT NO. 2i-4 q SOIL TYPE - Sand - Loam - Clay - Percolation: Test Required? YES - NO Percolation; ate - Min/Inch TYPE of SYST Absorption fiela , tot•1 length Length of each t. en. P i9 Depth of trenches ♦— Size of gravel SEEPAGE PITS4N ter of) Size- ft. X .t. Gravel size PIPING: :iz: T p9� Bldg. to tank Tank to dist. box Dist. box to ield/-- l7 Openings sea ed? '0 Partial LOCATION/SE'ARATIONS: Foundation o tank < t. Foundation to absorption ) ' . Absorption to lot line _ y-' ft Separatio of pits ft. LOCATION 0E' SYSTEM ON PROPERT ire one) Front - •-ar - Left side •ight COMMENTS: SYSTEM USE APPROVED YES NO Buildin I spector 01/86 and vl ..'\•:'', /. . . \ - ii 44/ / ' „-- '' 1\2;•-,\,,, f. _,„_-, 4 f : ..-....., V 1? 1 i i i 1 „....,_. ..--