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1986-467 BUILDING PERMIT TOWN OF QUEENSBURY 86-467 No. WARREN COUNTY, NEW YORK 1r)\(t 1•'\1 PERMISSION is hereby granted to Helen Cowan OWNER of property located at .11 Cleverdale Road 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. =: m 1. OWNER'S Address is Cleverdale, NY c-� o a 2. CONTRACTOR or BUILDER'S Name Sunsoval, Inc. 3. CONTRACTOR or BUILDER'S Address Cleverdale, NY a 4. ARCHITECT'S Name rt P.. w I� CD x 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) ( )Wood Frame ( ) Masonry ( )Steel ( ) 7. PLANS and Specifications No. 1000 gallon tank — existing 1000 gallon septic tank to be used — with seepage bed per plot and application submitted. 8. Proposed Use Sewage system for dwelling Cl) co a ag a $ 10.00 PERMIT FEE PAID —THIS PERMIT EXPIRES August 7 19 88 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the rt town of Queensbury before the expiration date.) cD a rt Dated at the Town of Queensbury this 7th Day of August 19 86 0' SIGNED BY Ad a.. k'ai for the Town of Queensbury Building and Zoning Inspector (I1 gown of QueeniLry APPLICATION FOR SEPTIC 74'(� QF R BUILDING and ZONING DEPARTMENT V E Bay and Haviland Road, R.D. 1 Box 98 �+ Queensbury, New York 12801 j DATE 8 / 1 AUG I 1986 i of A.M. /6 - P.M. LOCATION OF PROPERTY FOR INSTALLATION OWNER' S NAME Mrs . Helen Cowan • ADDRESS Main Road, Cleverdale, Nuw York 12820 TEL 656-9441 INSTALLER ' S NAME Sunsoval, Inc. TEL 656-9956 Number of bedrooms (residential only) 3 Total daily flow(compute @ 150 gal per bedroom) 450 • Topography: Flat - Rolling - 'Steep slope - (circle one) % of slope Soil nature: Sand - Loam - Clay - Other clay loam Depth 4 ft. Ground water -At what depth? over 4 ft. Bed-rock or impervious material At what depth? over 10 ft- Percolation test - Not required - Required - -Rate - min-inch. Domestic water supply - Municipal - Well - Other lake Separation - Watersupply(if well) from Septic absorption over 100 ft- Proposed System: Septic tank 1000 gal . ( Minimun size, 1000 gal. ) Tile Field - Each trench _ ft. Total system legnth - ft. Seepage pit(s) Number of - . Size each ft X _ ft Size of stone to be used # - Depth or thickness _ ft. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * IMPORTANT ! ! On a separate piece of paper, submit a diagram ,of the proposed system with all dimensions shown ; including distance from any structure , distance from property lines and from ANY DOMESTIC WATER SUPPLY or shore-line of lake, stream, pond or wet-lands . Include all dimensions of the system, itself . * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * I .have read the regulations on the reverse side of this sheet and agree to abide by these and aZZ requirements of The Town of Queensbury S_zu . , try Sewage Disposal C '1nan. .. _ . Signature of responsible person — - Date 8/1/86 _ r L 0 5/8 6 m d/v 1 G'$- � / r� .�e��`�L_-. C !ar Otge-J i 6(9 Jown of Queeniurty BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME LOCATION DATE / �'�PERMIT 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 PITS-(Number of) Size- ft. X ft. Gravel size PIPING: S ze /Type Bldg. to tank Tank to dist. box Dist. box to field/pit Openings sealed? YES O Partial LOCATION/SEPARATIONS: Foundation to tank ft. Foundation to absorption ft. Absorption to lot line ft. Separation of pits ft. LOCATION OF SYSTEM ON PROPERTY(circle one) Front - Rear - Left side - Right sid - COMMENTS: SYSTEM USE APPROVED YE NO Buildii\g Ins 'ector 01/86 and vl f M L LOCATION SKETCH A A 5 .I. OF LABAR. I k< C 0 2�1'0' evLd, I-— L j - i 18,,,,e. ,, h ' I D :Y r ®c/ooa GAL-. 0:04 CRETE SEPT c.. TAN K 04000 GAG-- C-0NcR61E PUMP TANK (EwsTMMMG) 1 LANbS dF TANSEN DESIGN BASIS 1 . No . of bedrooms 3 2 . Daily flow 450 gpd 3 . Septic tank capacity 1000 gals . • 4 . Percolation rate - min/in. 5 . Length of absorption field ft . _ NAME: Mrs . Helen Cowan • DATE: August 1 , 1986 • The above sketch shows the locations of the units comprising your sewage disposal system for future reference , in case of difficulty. It shows measured distances from buildings , trees , garage , fence posts , etc. , to septic tank, sewers , distribution box and absorption field or seepage pits . SAVE POST IN BASEMENT SAVE STRrvr r,, \PC2 Fa R7\CEo Pvc ?\PF- t~/ ,%"• 9` '�JI ,I( y'n/u. .S)6"Y.1� 5-C.v4v- CSkw oy 5.%,-N. IlL.t.5 ' I S•M/N' "•,2�tAt N. tJA•cua.At_ e .X. Sott_ Mram. - �..- M rs/. 3cH60OLE OIC OinaE/JS�oNS ao/eoo/�ts ,3 t.' C.RoSS SEC^C �ot�l.^� SEE SAC-��. $E.T7 FL.OL✓ 4-5U � SCALE. : .�r. 'c rJr ae,o O/M..C q 6) to y T8 it/2 vE,rr I dcr 4/4r6</gcs ,.Grna.Cr 4AIZ�gAzS 18.5 I (/MP ��46,5,e /Oco 6AL. ELECT2/CAL i f•"'—�-"� P (LECEPTiSEC6 �` •.� i I z S I —►^ P/PE"' 1.I I ,g••Pr/G PIPE 3'E'P/iC II I 2'r ,J�;T(/•C. TANK To S�:L CSE-L7 C&IS:sECne�e/- aEPrHS v. 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