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1987-830 BUILDING PERMIT � TOWN OF QUEENSBURY No 87--830 � WARREN COUNTY, NEW YORK PERMISSION is hereby granted to Ed Ewald 00 I OWNER of property located at Sunset Street, Road or Ave. Co 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. t+d 1. OWNER'S Address is DC ti7 S�. 2. CONTRACTOR or BUI LDER'S Name 4tteensbury Sewer Service ta. 3. CONTRACTOR or BUILDER'S Address RD # 1 upper Bay Rd . Lake George , N . Y . 4. ARCHITECTS Name ' ra rn 9 to ro 5. ARCHITECT'S Address 6. TYPE of Construction — (Please indicate by X) I Wood Frame I I Masonry I I Steel I T es 7. PLANS and Specifications f° E w No. Distribution Sox 2 b ' x 8 ' Drywells r°°o 8. Proposed Use Sewage Alterations w rt r• 0 $ 10600 PERMIT FEE PAID — THIS PERMIT EXPIRES Dec . 8 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 thisy-8th Day of / ,Dec . 19 87 SIGNED BY / / / _ - L-". Gam'.. 9"v� for the Town of Queensbury Building and Zoning Inspector T-OWN OF ! C] ILIv/ JJ a APPLICATION FOR SEPTIC DISPOSAL PERMITr' I -, r. 21987 ri3JIL .`. 'f" FCC .". _- DATE LOCATION OF PROPERTY FOR INSTALLATION sC S c --- Owner's Name: t Telephones Address: `}� C + L e i � *� .� ; ✓ �i Installer's Name: ��� c � -v- v 1 Telephone: d Number of bedrooms (residential only) Total daily flow (compute @ 150 gal per bedroom) Tcgx p aphy: circle on la ' Rolling Steep Slope % of slope _ Soil Nature: circle one: and Loam Clay Other / Depth: feet Ground Water: At what depth? feet Bedresck or Impervious Material: At what depth? _ feet Percolation test: circle onet of req required / rate min. inch. Domestic water supply: circle one*^ unicipa Well tither IF domestic water supply is a Well: Separation: Watersupply from Septic absorption _ feet PROPOSED SYSTEM: Septic Tank t/ =� gal. (minimum size: 1 ,000 gal.) TILE FIELD: Each Trench feet / Total system length feet SEEPAGE PIT(S) : Number Of _ :2 _ / Size each .- feet bar 4 feet .. r Size of stone to be used # / 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 systern Z.) 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 $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. I have read the regulations above and agree to abide by these and all requirements of the Town of Queeasbtu•y ary Sewage Disposal Ordinance. Signature of responsible person: Date: Town of Queensbury Building and Code Department Bay at Haviland Road Queensbury, New "York 128ol (518) 792-5832 SETTLED 1763 . . . HOME OF NATURAL BEAUTY . . . A GOOD- PLACE TO L3VE ' _.,Town �►� �'"ueen .s� ur� 8U1LC71NG and ZONING DEPi R-TMENT i Ft.C7 . 1 BOX Bay and 4-lavifand R 12801 oad, Queensbury. New Yark 9S SEPTIC DISPOSAL SYSTEM I SPECT�(�� ye III I LOCATION W I'Y NO * �s 1 Dp�TE Loam - clay TYPE - Sand YES 430 SCII, Test Required - Percolation Mi rate - n/Inch - Percolation TYPE of 5YSTEM taYal lengt Absorption field 0 h Length of each trench Depth <)f trenches Size of gravel of) SEEPAGE pIT rivmb Size_ Type Gravel size S . PIPING Bldg - to tank Tank to disc- bo L% Dist- 'box to fief S NO partial openings sealed? - DNi SEPAT S : f t- Foun�7ation tp t sorpti.o - �f to Foundation t4 of line f t. Absorption ON one) o pits _ i"`.�rcTe Separation P Y5TEM RO ght side - ICp.'� IC�L3 Iie fC. sidle Fronk. - ea CGWENT 'SYSTEM t}SE ,APPROVED YE o S 11 r Bui ing Inspector t 0l/86 Ind vl 4 k(,K� tj L . C L ��r r j r 1