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90-062 CERTIFICATE OF COMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date April 17 1990 19 — This is to certify that work requested to be done as shown by Permit No. 90-62 has been completed. This structure may be occupied as a sewage alteration Location Mason Rd, Cleverdale Priscilla & David Sanderspree Owner By Order Town Board TOWN OF QUEENSBURY Director of Bldg. & Code Enforcement �r 1 BUILDING PERMIT TOWN OF QUEENSBURY No Wez WARREN COUNTY, NEW YORK P.o b zz tri PERMISSION is hereby granted to David and Priscilla Sanderspree o t. CJ W OWNER of property located at Mason Road, Cleverdale, New York Street,Road or Ave. 9 I in the Town of Queensbury,To Construct or place a sewage alteration ` d 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. to 1. OWNER'S Address is Mason Road t..� Cleverdale NY 12820 2. CONTRACTOR or BUILDER'S Name Sunsoval, Inc. 3. CONTRACTOR or BUILDER'S Address 5 �s tD cD Sb 4. ARCHITECT'S Name Cz ro 5. ARCHITECT'S Address 2 r-+ 47 6. TYPE of Construction—(Please indicate by X) ( 1 Wood Frame ( ) Masonry ( )Steel 1 ) 7. PLANS and Specifications No. 1000 gallong septic tank to plot plan and application. 8. Proposed Use co cro sewage alteration x oq cn $25.00 PERMIT FEE PAID —THIS PERMIT EXPIRES March 20 . 1992 (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.) 0 Dated at the Town of Queensbury this 20th Day of_ March 19 90 SIGNED BY 1f. for the Town of Queensbury Building and ning Inspector ,Year tt iQuetitAry Z %/7 APPLICATION FOR SEPTIC DISPOSAL PERMIT 10WN OF QUEENSBf' 1� RECEIVE!' MAR 14 1990 DATE March 14 / 90 BLDG. & CODE DEPT. LOCATION OF PROPERTY FOR INSTALLATION Cleverdale , NY David & Owner's Name: Priscilla Sanderspree Telephone: 656-3402 Address: _ Mason Road , Cleverdale , NY 12820 Installer's Name: Sunsoval , Inc . Telephone: 656-9956 Number of bedrooms (residential only) 2 Total daily flow (compute @ 150 gal per bedroom) 300 gal. Topography: circle one: 0.t Rolling Steep Slope % of slope Soil Nature: circle one: Sand Lca-n-) Other / Depth: 4 feet Ground Water: At what depth? 1 feet Bedrock or Impervious Material: At what depth? - feet Percolation test: circle one:fnot 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 _ - 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 # _ - / 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 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 Sanitary Sewage Disposal Ordinance. Signature of responsible person: Date: 3/14/90 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 _Down o f Queen3bur, BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 p� Queensbury, New York 12801 SEPTIC DISPOSAL SYSTEM 11NSPECTION NAME ��p LOCAT4444ar '&`/ i/'k4 ,, ,—. )ATE (Js1/1/ 9/j PERMIT NO. 9Q' SOIL TYPE - Sander Loam - Clay - ?ercolation Test Required? YES - NO ?ercolation rate - Min/Inch ['YPE of SYSTEM: absorption field, total length Length of each trench )epth of trenches Size of gravel ;EEPAGE PITS{Number of) ;ize- ft. X ft. ravel size 'IPING: Size Type 3ldg. to tank 'ank to dist. box )ist. boy: to field/pit )penings sealed? ES NO Partial •OCATION/SEPARATIONN: oundaticn to tank € ft. oundaticn to abscrtion ft. bsorption to lot idne ft. eparation of pits --ft. °CATION OF SYSTEM tN PROPERTY(circle one) ront - Rear - Leftsside - Right side - OMMENTS: Ina zk � d YSTEM USE APPROVE YES f B ilding Inspector 1/86 and vl /d.Yro /0:a-o cc77 // c _2 can of Quri, it BUILDING and ZONING DEPARTMENT r Bay and Haviland Road, R.D. 1 Box 98 Oueensbury, New York 12801 SEPTIC ISP_O9SAL SYSTEM INSPECTION NAME iti& LOCATION f) - )ATE / O PERMIT NO. 96 - CC SOIL TYPE - Sand - Loam - Clay - ?ercola;tion Test Required? YES - NO ?ercolation rate - Min/Inch PYPE of SYSTEM: /� kbsorptici field, total length h Length of\each trench // )epth of t tenches Size of gravel"` SEEPAGE PITS;{Number of) Size- ft , N ft. - ;ravel size 'IPING: Size Type 31dg. to tank rank to (list. box )ist. boa: to field/pit )penings sealed? `, YES NO Partial k. ,OCATION/SEPARATIONS: 'oundation to tank ft. 'o on 0 I`y —. , ' t_ �._r 17,7 _0� .00ATION OF SYSTEM ON PROPERTY(circle one) 'ront - Rear - Left side -. Right side - 'OMMENTS: '7 1 '. bJ 4 j 'i-- `Nv �. � t Pr ft-0 AS flc4vA i i YSTEM USE APPROVED Y NO I, . . „ /, Bu .Y din.' f p ' tor I Vi0)--' 1/86 and vl I cn% lj O REMOVE BAFFLES 4 " TANKS 2,3 Ripley _- 20"OPENING �a0 • Pointr(- *E; `4i w/F v. Aliddle/ Bay Katiskill Bay-',:��� RAMC 8 COVER � '. I I' &CONC. EXTENSIONTYPI I. I k�i ' ' ' TANKSCAL ALL HOLDING U. 1 let N j t I CleverdaL ;1 ' 1 Sheldon 2 0• �(- 8 / Point (I Sandy Assembly SITE t s„ Ifay 'Iltl'Itnckhurat ��\',� dt -e` f Point LOCATION u _ 0 GROUT WATER TIGHT .I��'i j � I * TO COVEr� h„ 10 MA / \ S sT 1. 3 c( is r TkNK 2 5`-QI/Z k O N 860 09' 20° yy a.11 Bay �tn 1,\' �� i'•' Fie 3 P'-llG A_L UNUSED OPENINGS O W II„ µ .�. 4 �� I \� �_ IN TANKS 2. 3 1 2. 1 ' 1 r -_ :' 4 I N nj / \ t _ %3 PORCH ON MAP W LOCATION 1 5 2 = I W p 0) W 00 i �."� TANK{ 3 - 2 BEDROOM n H 0U SE Z 81-81/2 EXISTING SEPTIC TANK in o O Z i I (IOOC GAL. SEAMLESS) �'- f1/ o y L1, Q a 38 p t 105.22 W NaTE. TANK3 \ 4-0" S PtOMSEO rAN!('�2 - �yr°r� W Yk,SUPAY F20M NE1611B02/NS TA!/E,el _ 4"PYC SAP-35 AT/-7.M/N. ��' GtK \ 03.71 L TYPE - # �'_ 0 o N A10TE « Q 3 P,eDf'OJED HOLD/NG TANKJ NO $ #3 JHALL BE ; '-{-- � /DOD GALLON JEAMLEJJ .IEPT/C TANK.I AJ 1 Cr.56 -- _ 101. d lj4AAILIFAC -OREO 6Y FO,er M/LLE,2 CO. O,e EQUAL . O TPZ n a 3 o z P.PDR2SED TAiYK�'3 - 101.92 W �Y o' SURVEY BY o 0 0 0 HOLDING TANK DETAIL P aA/DZZ E L 6"oOCD Ze riog 104.28 4 Z W RICHARD W. BENNETT L.L.S. i � --I W 1 6.67 103.23 rP~I ¢ U z Z 0 ® 100.89 U) S 830 �' I1�1 R J 108.66 6'�36+ E Q d - c 18 05.16 ? o l j BOUYANCY COl1PUTAT70NS Q 100.71 w N ASSUMPTIONS: 8.27 W <� �z 1. WATER LEVEL AT TOP OF CONCRETE TANK. 98.1 z x} 05 3 I W D 2. DEltSITY OF BACKFILi, � 100 LBS./FT W .+� Z V, Q FORCES UP F 5' X L'.7' X 5.4' X 62.4 T,ri/FT3 14660 LBS. T/q/S SEPT/C J 11,16 4AJ #45 S&Sy (� FORCES [.OWN 1;6V44. 14C. TO _ A�lLr/vDED BY *W F 8490 LhS. + 5' X (1.7' X 2' X 100 LBS./FT3 7,190 m W 51{o�J EXIT TANK _ � =� • FORCES DOWN APE GREATF:', Tfhi? FORCES UP - TANK WILh NOT FLOAT - F I I I 0 96.9 TEST PIT #1 HIT 4" PERFORATED PIPE AND STONE (EXISTING SEWAGE DISPOSAL SYSTEM) s TEST PIT #2 0 - E3" CRUSHED STONE I i.(; SU?Feli:E GRAPHIC SCALE 8" - 16". MISCELLANEOUS I ;ASPIiALT, BROKEN) ( 16" - 48" BROWN SAND, SOME ; ; ;,':', SOME GRAVEL, SOME CLAY, VERY 20 0 10 20 40 80 COMPACT. (WATER IS 'TRAVEIA,_1 SIDI:WAYS THROUGH 8" - 16" LA`..rER) ' MOTTLING AT 2' 8"± f (10/5/39, JAMES E. IIUTCli1N,;, .E. ) INLFE�, [!� 1 inch = 20 f i W 120VAC �--- TANK LEGEND >- FLOAT 1 HIGH LEVEL Y _,�\ 0-- 4. The control relays shall be general purpose, 120VAC with '� FLOAT SWITCH - CLOSES C_� contacts rated for 5 amperes gontinuous. Number and type of The fol 1 owi ng i s from Articl e I ] I Section 3 . 050 Paragraph A of U U � ON RISING LLVLL "CITES:s. contacts shall be as shown, Square 'D' 8501 'Type RS-14 or Town of Queensbury Sanitary Sewaye Disposal Ordinance : ` tc., equivalent. Provide a relay socket to watch the control The a�4.,,, s_;s shall to install•�d as _u_lows: relay furnished. In cases where a sewage disposal system is needed for temporary � FLOAT 2 C{l IAIJK `•! TUT ��l�F ° - 1 -- l_L\'EL iiLLAY ox" '• '' tr� CONTROL RELAY Then the 1e7;_l of t..e ;ol•iinq ,,.1 _eache_ t`,e usable 'T' `ts -1 ' p ' '9hts with usage while building o ,- repairing permanent facilities or forLd � 5. ""he a.arr lid.,..., � ,a..i be �2^u',AC i_ot 1_ �" wi � a dosed I ev?1 ..et,.,.k, t o .eiIow _i3t w Ii inoiCate " ank ?,ih pl1_nti- lens. "Tank t1i�L. Level" _.yht lens S all to seasonal operation , tha use of a holding tank will be considered , =3 :cn. e Vc_" I '�C: the level of :ie nolr'.incT `C11): ^lies the y 11gwe �,iGar 'v' KP1Y9 'VI:,• CC '_'C7;iiti3''9nt. The Tank Shut € TANK �s n:e :c1 iP. the tc:rr, b,::;zer •.-ill So;:,-:c, t:;e re•- off Level' li,ia shall be sup_l-'r-d with a flasher and a red on a case-by-case basis . Holding tanks , however , will not be I t _ li ;,t F ;: to i-dicat_ 'T... s;, 1 y g on a permanent basis except for W t 51Uf OFF ALARM LIGHT YELLOW =k t o LevcI !nd the lens, Square D PF R9 Type I: or equivalent all owed for ear round) usa e W SC _.c -.,_Jd , ..J. in t!ie main C.,��.Err line will' "neryize and close CR1 LEVEL _ replacement of existing systems when no other alternative will � j. tO C-.ELt :� ?i{,re waLSr f:C:;i entering �nc �1:�@:...e. :he 6. The buzzer `;hall be 120VAC, lic: duty, adjustable VOlLme �,:i •1� _ h •��_i! Le u�,-,d to C_1 t.?e f Z •r. �'he ?j :.Lem £dwar-is Adaptabuzzr ,r, ';'_•r•e 3 • 5.or ECtl::3lent. l � '' meet existing design standards � 1- i- once - 4Ji•.--:a " •4LARM LIGHT r- RED wi 1 re , t__,ter the holdinc tank is nu. _,ed 6:,wn to belowthe (f) a c . ,, cl cf ti:e level switches. 7. Provide a r.orma'_1: c:cr. 120VAC, non-i'__'um;nated pushbutton. FI / l'� ©UZZER ?. Pleat switches shall be dir acting n r�r.' The --ushbutton shall i:ave a foil guard, Square 'D' RP.1:'H5 SHUT OFF ;nal :j 1,sJor t' y upon. Type K or equivalen`_. r CD w t , i.:1 ll t-'�• we; ,(It ::hiCii 'r _ _ _ 1 l J lie flc_1c is nu tuates tcc, in a -nerz:- z ... : PUS r - �, :t " 8. The relays, cc_ c k S CR1 CF?2 LEVEL _� �H BUT70'! SVIITCH k r, _ ,e :quid level falls _ bet w t... . _ _ on '_evel. purpose NEMA 1 •_r..- r T:•• :rm lights. buzzer and the Q I NORMALLY OPEN V O O F'1 C`at sM 1tC 7 3hai1 GpE rate `_ i OVAL wr=fl 1G` (.ut 6f , r pT�_.,L.1L!._n shah ^ II.ounted Gn tl:e front Of p- t.u:fie_ silence 4.�„ minimum. Contact shall be nornall}' open, i.e., close the, enclosure. Provid-e all necessary materials, i.e., J, when float rises above actuat:on. ievc-'. The float shall be terminal blocks, connectors, etc., to mount and connect all SOLENOID VALVE - chemical resistant peli:prnpylene cast..-,g with a-f`rmly bonded devices. This enclosure shall be provided with a nameplate "ALARM SILEIJCE" FAIL OPEN electrical cable protruding. Gne end of the cable shall be with the following description "Holding Tank Level Alarm I permanently connected to the encioseJ mercury switch, and the Sys'Lem% Provide plastic laminated nameplates, white through � -`- D- levelentire assembly encapsulated to form a completely water tight to black core, over each device. Nameplate description shall (,[Lt��' and ir.,pact-resistant unit, Gould Type A2-3 or equivalent. bes indicated on schematic. Ail wiring in the holding tankIL CR2 CR1 alarm system control panel shall be installed in a neat a� 'y 3. The float switch wirinc shall be terminated in a NEMA 4X and workmanlike Pianner. A cony of the schematic and sequence ®� (° SHEET: junction box mounted inside the holding tank. All wiring of operation shall remain with control panel. The enclosure ®WN C O S ���� from the float switch junction box to the level alarm system shall be mounted in a suitable location in the residence. CR1 L',l,IN �'�'NTER LINT, panel shall be installed underground in accordance with the Il- -" .�ULEhJ(:1D latest edition of National Electric Code and allstate and 9. The' solenoid valve shall be a normally open (energize to LUILDIN GOj�C�IlrTt✓ E-{�L(��«G TANK local codes. Wiring shall be .3n12AWG, Type THW or THWN, close) valve, 120VAC and shall be installed in the residence _ conductors in a 1/2 PVC conduit. OnP level switch shall be '"he size of the valve orifice BY in.o,,ing main water line. 4 EVIEWED LEVEL ALARM SYSTEM SCHE-MATIC DIAGRAM actuated when tank t2 is at usable capacity to indicate a shall correspond with the pipe diameter of the water line. �� F� �.�• i high level. The seconc level switch shall be actuated when Wiring to the solenoid shall be sized in accordance with the tank #3 ;s at usable opacity to indicate a shut off level. latest edition of the National Electric Code. bA'fE LT 3