Loading...
1987-344 BUILDING PERMIT TOWN OF QUEENSBURY No 87-344 � WARREN COUNTY, NEW YORK } Gary an Carol Chadwick o PERMISSION is hereby � d.granted to OWNER of property located at 34 Arbutus Drive Street, Road or Ave. 1 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 34 Arbutus Drive B-46 RD #3 Queensbury , New York ci 2. CONTRACTOR or BUILDER'S Name � Andy Scarpellino w 3. CONTRACTOR or BUILDER'S Address 4 Seward Ave . Glens Falls , New York 12801 C1 d. ARCHITECT'S Name phi £5+ W h S. ARCHITECT'S Address S. TYPE of Construction — (Please indicate by X) i F- f ) Yvood Frame i ) Masonry I ) Steel ( I C 7. PLANS and Specifications C (c seepage pits #3 stone 1 ft . thick per plot and application � No. , T--- y I3. Proposed Use Sewage system for dwelling cn $ 10 . 00 PERMIT FEE PAID — THIS PERMIT EXPIRES June 11 19 89 ury (if a longer period is required an application for an extension must be made to the Building and Zoning inspector of the m town of Queensbury before the expiration date.) y l� rt Dated at the Town of Queenshury this 1 th Day of June 19 87 rt SIGNED BY for the Town of Queensbury Building and Zoning Inspector TOWN O' APPLICATION FOR SEPTIC DISPOSAL PERMIT UU JUN 111987 BUILDING a CODE DEPT. DATE / LOCATION OF PROPERTY FOR INSTALLATION Owner's Name: [ c . Telephone: � 7 `v ^, Address: Installer's Name: Telephone: AT Number of bedrooms (residential only) Total daily flow (compute (LD 150 gal per bedroom) ^� Topagrapphy: circle one: Flat Rolling Steep Slope % of slope Sail Native: circle one: and Loam Clay Other . / Depth: feet Ground Water: At what depth? U feet Bedrock. or Impervious Material: At what depth? feet Percolation test: circle one: not required required / rate ti min, inch. Domestic water supply: circle one ici Well Other IF domestic water supply is a Well: Separation: Watersupply from Septic absorption feet PROPOSED SYSTEM: Septic Tank /Ga y gal. (minimum size: 1 ,000 gal.) 4�!- G TILE FIELD: Each Trench feet / Total system length feet /VC42EEPAGE PIT(S) : Number of � / Size each feet by feet Size of stone to be used # Depth or Thickness feat IMPORTANT ..=Please.oeUST 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 Queensbuuy 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, the 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 $Z50.00. 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. l 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: ,� '� G�f• �?�`^ Date: 6 /ram Town of Queensbury Building and Code Department Bay at Haviiand Road Queensbury, New York 12801 (518) 792-5832 SETTLED 1763 . . . HOME OF NATURAL BEAUTY . . A GOOD. PLACE TO LIVE . � 709V4" 0/ BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R. D. 1 Box 98 Oueensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION ,r e7 NAME LOCATION DATE /..Ifol PERMIT NO. SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation .Kate - Min/Inch TYPE of SYSTEM; Absorption field , total length Nk Length of each trench Depth of trenches Size of gravel_ SEEPAGE PITS4Number of) Size- ft. X _ ft . Gravel size PIPING : Size Type Bldg . to tank Tank to dist_ box Dist. box to field/pit Openings sealed? YES NO Partial LOCATION/SEPARATIONSt Foundation to tank ft. Foundation to absorption ft , Absorption to lot line ft . Separation of pits ft. F nt ea SYSTEM ON de - Right side one) F nt Rear - Left side - Right side - 7 r `u' SYSTEM USE APPROVED YES NO Buildi g Inspector 01/86 and v1 _town v QUeen .fhury BUILDING and ZONING DEPARTMENT Bay and Haviland Road. R. D. 1 Box 98 Oueensbury, New York 12801 SEPTIC DUSPOS4L SYSTEM INSPECTION r NAME LOCAT rI ON ' DATE W !2 PERMIT NO. SOIL TYPE - Sand - Loam - clay - Percalation Test 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 PITS4Number of ) Size- ft. X _ ft . Gravel size PIPING : Size Type Bldg . to tank Tank to dirt . box Dist . box to field/pit Openings sealed? YES NO Partial LOCATION/SEPARATIONS : Foundation to tank ft. Foundation to absorption ft . Absorption to lot line £t . Separation of pits ft. LOCATION OF SYSTEM 'ON PROPERTY (circle one ) Front - Rear - Left side - Right side - COMN TENTS : f } >] r3 SYSTEM USE APPROVED YES NO Build ' g Inspector 01/86 and vl _Down v liven 36urc� J BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R. D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAM LOCATIONw� Oa TAA'4�//'�, ^y am/ (/ [ ,DATE (Cr / c? ' -+ PERMIT NO* ILL, 4�Y SOTL TYPE - Sand - Loam - Clay - Percolation Test 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 P TS4Number f) size- ft. X ft . L �—. Gravel s ze PIPING : S '' z Type Bldg . to tank I S1" Tank to dist_ box Dist. box to fiel Openings sealed? 007c!NO ' Partial LOCATION/SEPARATIONS : Foundation to tank Foundation to absorption �,.ft . Absorption to lot line ft . Separation of pits &Q ft. OF SYSTEM. ON PROPERTY (circle one ) Front Rear - Leftside - Right side - s S /] : 1 5 C IO, SYSTEM USE APPROVEAding O Bnso rector 01 /86 and vl BUILDING and ZONING DEPARTMENT Bay and Haviiand Road, R, D, 1 Sox 98 Oueensbury, New York 12801 SEPTIC . DISP4 L Zj7 TEM SPELTION NAME LA L C C LOCATION 3 `L' DATE �r /jj7PEPMIT NO. SOIL TYPE - Sand - Loam - Clay - Percolation Test 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 PITS414umber of) _ Size-- ft , X ft_ Gravel size PIPING : 'Size Type Bldg . to tank Tank to dist. box Dist= box to field/pit Openings sealed? YES NO Partial LOCATION/SEPARATIONS - Foundation to tank ft_ Foundation to absorption ft " Absorption to lot line ft . Separation of pits ft. 1 ON OF SYSTEM ON PROPERTY (circle one ) ion - Rear - Left side - Right side - ENTS : SYSTEM USE APPROVED YES NO Building Inspector 01/86 and vl r BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Oueensbury, New York 12801 SEPTIC DISPOSAL /�SYST INSPECTION �E- 1 ,C jo COW LOCATION ,.s 4rrj DATE /I t / PERMIT NO.T��I,� Sand - L.aam - Clay - Percolation Test 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 P ITS4Nuinh Of) —` Size- X - ft. Gravel size -PIPING : Size Type Bldg . to tank Tank to disc. box Dist. box to field/pit � Openings. sealed? YES NO Partial LOCATION/SEPARATIONS : Foundation to tank ft. Foundation to absorption fte Absorption to lot line ft. Separation of pits ft� LOCATION OF SYSTEM Chi PROPERTY (circle one) Front - Rear - Left side - Right side - CCHMENTS : jt.- d e�" 71-71 SYSTEM USE APPROVED YES NO BuirdIng inspector 01/96 and vl 4 r`T 6 . 0 f Y 1 �na�