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1987-869 BUILDING PERMIT � TOWN OF QUEENSBURY No. 87-869 I r WARREN COUNTY, NEW YORK Canal Quattrone PERMISSION is hereby gr anted to iSeelye Rd . , Rockhurst , Cleverdale , N . Y . OWNER of property located at Street, Road or Ave. v� N in the Town of Queensbury, To Construct or }glace 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 t . OWNEWS Address is Same rS G ,4 w 2. CONTRACTOR or BUI LDE WS Name rt H Sunsoval , Inc . ro 3, CONTRACTOR or BUILDER'S Address Cleverdale , N . Y . 4. ARCHITECT'S Name fD ro to r"o sy 5. ARCHITECT'S Address 0 dJ IS 6. TYPE of Construction — (Please indicate by XI O I ) Wood Frame I ) Masonry { } Steel { } n C �s 7. PLANS and Specifications {1d rt No. 1000 Gal . Tank as per plot plan , and application � e S. Proposed Use tD Sewage Alteration w i� m $ 10000 PERMIT FEE PAID THIS PERMIT EXPIRES Dec ' 16 , 19 89 � (If a longer period is required an application for an extension must be rrrade to the Building and Zoning inspector of the ua fawn of Queensbury before the expiration date-) � v Dated at the Town of Queensbury this 16th Day of December 19 87 SIGNED BY .�°�7 for the Town of Queensbury � Building and Zoning Inspector r rr 1� 4 .`7 ,i df Qe4Md6WV f GG APPl-JCATION FOR SEPTIC DISPOSAL PERMIT � C7� � � L + 774 �� DEC 49 198 ) f3tJdI...0r;VG, 3c �-{:f'E f7 f DATE December 9 / 87ERT II w e-: LOCATION OF PROPERTY FOR INSTALLATION Seelye Rd . , Cleverdale Owner's Name: _ Carol Quattrone Telephone: 656 - 9922 Address: _ Seelve Rd . Rockhurst . Cleverdale NY 12820 Installer's Name: Sunsoval , Inc . Telephone: 656 - 9956 Number of bedrooms (residential only) _ 3 _ Total daily flow (compute @ 150 gal per bedroom) 4 50 Topography. circle one: la Rolling Steep Slope % of slope Sail Nature: circle one: and Loam Clay Other / Depth: 5 feet Ground Water: At what depth? 5 feet Bedrock or Impervious Material: At what depth? over 5 feet Percolation test: circle one: not required required / rate - min. inch. Domestic water supply: circle one: Municipal Well Other lake _ IF domestic water supply is a Well: Separation: Watersupply from Septic absorption _ 105 feet PROPOSED SYSTEM: Septic Tank 1000 ` gal. (minimum size: 1 ,000 gal.) TILE FIELD: Each Trench - feet / Total system length - feet SEEPAGE PIT(S) : Number of - / Size each - feet by - feet Size of stone to be used # J Depth or Thickness - feet I M P O R T A N T ,,,Please...LIST NEW EQUIPMENT TO BE INSTALLED (over) r 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, 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 $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 Queenshta y Sanitary Sewage Disposal Ordinance. Signature of responsible person: Bate: December 9 , 19 $ 7 Town of Queensbury Building and Code Department Bay at Haviland Road Queensbury, New York 12801 (518) 792-5832 SE I- TLED 1763 . . HOME OF NATURAL BEAUTY A GOOD PLACE TO LIVE flown o/ �ueeres� �� rr BUILDING and ZONING DEPARTMENT Bay and Hav+land Road. R. D. 1 Sox 98 Oueensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION ' r=G`f Y� '�TZ72 Ti [�r '� LOCAT I ONE — -T - .y DATE PERMIT NO . SCIL TYPE - Sand - Loarn - Clay }AtJ �] Percolation Test Regulrl YES fl Percolation rate - Min/Inch "�✓; �— TYPE of SYSTEM total length Absorption field , I.engtb of each , ench Depth of trenche Size of gra I III SEEPAGE PITS p Size_ ft. X _ ft_ _ �- Gravel size - -- --- �size f Type PIPING : Bldga to tank. Tank to dirt. bo Distv box to fiel NO Partial Openings sealed? ES LOCATION/SEF'ARAT I ON S . Foundation to tank it. Foundation to abso Pti a f ft.-t Absorption to lot line ft. Separation of pi s ON PRO RTY car one) Front Ofi1- Rea - Left side ig It side - Front uu ��COMMEI3T5 : 4yj SYSTEM USE APPROVED YES NO B uilc3in No Ol/86 and vl w FROM 'T "E DESK OF JOHHN A. MASON 12 / 9 / 87 Dear Mack : Enclosed please find a copy of the Quattrone septic system on Seelye Road at Rock.h.u.rst _ If you have any questions , please call . Best , John Enc . JAM / 7 ] SLINSOVAL, INC. CLEVERDALE. NEW YORK 12920 518 656-9986 P q. /,--� -& 0 tcco,6A� G0Ar_,2ETE PUMP T?I?Nk s�PTrc n9Nu 0.rt}' ,Poo GF#� WAIcR� r 34;6Z' B66 FILL Ae,,A 464 AiCF_A PIPE LOCA 170AJ 'D .FK AH<FS J. 6RaJ4FI Tv' �'` �J �( •. S'IT'44'.w Srse y $ - T4.5 P . — �" � � SU a�E'l vF TNc �.ANvs. aG / VAPT2� SM�-rH vA-\C p.,PR\� 15 19 V9 i .,� 1T O l�Ft USE t-1 �,-\�EN$v_D C�'2o Ff-SStaN a♦. \.a Kn G..iaJ wv..a !:1 cN. r. i , ..� V STP_ J \ PrZVOP TEo PVC V\PE fie_ o--, sT.o,� • ._ ._ e5 E a o 0 91 I �—_2,Ylia�. � SI8 ze I 5ToNEa -1'IFT. 1115 "-2 M11.1, NATJR.At_ EX, Solt._. _ IZ' ! BED eoc� 12 M,✓. 9GNEOv4_6 01' 01/4,6A/SIOA/5 r>E cr= t�PRooMS .,3 C R o S S S E C-T' 1 o f�,fr•- F�o�/ 450 6 SE E PAc�E SEI� 3E0 ARE/a 3B0 sF, 65,0 a//vJ (A-8) /o x 16' t1uF �ArcRfacs 6 I -r AIR vE,17- I 47y I, GIIAivJl3c`k /Odd GAL. 2' ' iN ET -:I 1 z,._._..--�o'_.__ -_._, --�.- —___ ,Z.•P✓G—_(�i/G H9u,r co (1 — -_ —v SROM III Z.��-T—r�_ _—_T— —-v�.i.✓_'_ A 3, H 1GN wA'c<2 t..l "PVC PIPE �/q /STOU G. —1 ` brA.NO�ES �p APhCT jL I C�i. 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