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98-785 BUILDING PERMIT VALUE $ 0 TOWN OF QUEENSBURY Na 9578R TAX MAP NO. 11 . -1-24 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to DUFRESNE, DAVID & EVELYN OWNER of property located at 24 BRAYTON RD. SEPTIC VAB _ 60-98 Street,Road or Ave. in the Town of Queensbury,To Construct or place a SEPTIC AT.TERA'1 TnN 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 216 COLUMBIA ST. COHOES, NY 12047 2. CONTRACTOR or BUILDER'S Name CONDON SEPTIC & DRAIN SERVICE 3. CONTRACTOR or BUILDERS Address 4. ARCHITECT'S Name 5. ARCHITECTS Address 6. TYPE of Construction—(Please indicate by X) SEPTIC l )Wood Frame ( I Masonry ( )Steel 1 7. PLANS and Specifications SEPT1 . ALTERATION AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use SEPTIC ALTERATION 25 December 30 19 2000 $ PERMIT FEE PAID —THIS PERMIT EXPIRES (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Oueensbury before the expiration date.) 30 December 19 1998 s Dated at the Town of Queen ry this Day of SIGNED BY 80' tyc, for the Town of Queensbury Building and Zoning Inspector Application for SEPTIC DISPOSAL PERMIT Town of Queensbury RECEIVED Dept. of Community Development Permit No91 g--Za5 Building &Codes Office 742 Bay Road DEC 2 9 1998 Fee Paid S Queensbury, NY 12804 TOWN OF QUEENSBURY BUILDING AND CODE Location of property for installation: 24 t{ZA`l'j'Bjr J aAp Alopti O s.sil5is ig Property Owner's Name: PAJO D �7 U rize-sm Property Owner's Mailing Address: Z/10 CoLuN)P)IA Sr Coikoe6, I'r /Z 417' Installer's Name: 1J/l.Wv %4 COA/ VOA] Phone # 27 Number of bedrooms (if residential): 3 Total daily flow: 45a (residential - compute @ 150 gal./bdrm.) Topography: flat, rolling, steep slope 9 90 of slope Soil Nature: sand, �oam, ✓ clay, other I depth: Ground water: at what depth?2/0 feet / Bedrock or I=pervious Material: at what depth?T/a'feet Percolation test: not required, require; [-- 2O min. per inch I Domestic water supply: municipal, well, other ZA/Ge 6 0,46-/0OTTLLso If domestic water supply is a WFT 1, water supply from any septic absorption is 7/00 feet. PROPOSED SYSTEM Septic tank /t00 gallon (minimum size: I,OCO 1.) (ic ./4401/4rxidiY-s-P ) Tile field: each wench feet / Total system length: feet Seepage pit(s): number of / sze each: . ft. by ft. Size of stone to be used: # / depth or t ckness feet • HOLDLNIG TANK SYSTEM: (if required) Number of tanks: Size of each: gallons I Alarm system and associated electrical work to be inspected by a certified agency. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Qoeensbury, any permit or alpiuval wed which is based upon or is granted in reliance 1.?pia a`?:;.aterial misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Que'ersb,.-y San;tary Sewage Disposal Ordinance. Signature of responsible person: ► ` ' Date: /Z 191- ICAO NO TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Location y_Ov . c2,\;) Date/ ( -c1Ci Permit # ' 9 SOIL TYPE. and- oam-Clay- Results of Percolati '. est- (if applicable) Rat--Mi to/Inch TYPE OF SYSTEM: ABSORPTION FIELD: otal en.t�h 1)_ Length of each tr-nch / ?a Depth of trenche Size of stone x , %(.7 ,r O . SEEPAGE ' TS: .er- Size - t. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to i el d/P * za is Openings Sealed? No Pa ial LOCATION/SEP'RATION . Foundation t. Tank feet Foundation to Absorption Ara feet Separation of Pits - -t Conforms as per Plot Plan Yes o LOCATION OF SYSTEM ON PROPERT (circl - Front - tiliP Left Side - Right Side Middle Fr. - Middle Rear COMMENTS: SYSTEM USE APPROVED: YES NO Arrived: Departed: 'g A` _ Building Inspector 334 WWACTM oWILL 38.63 t'- ,.8' fT J7� / .GRADE _ ELEV 324.4 ---d6RANL"R Sor. 71 ENVELOPE GONG Govoz GALAG I ' ' W AD50MITION 5YSTEM. TRAN WER'5E SEGTION E I I I SEE SPEG'5. ' NT5 4' ORANGEDURG in P.T. #1 , SLOPE 4.7% EtEV 3325 IN N SITU SOIL BAGKFILL GONG DL�GK ' 2' GRANULAR ABOVE GROWN EXI5TING P.T. #2 4' PLA5TIG PIPE REMOVE EXI5TING GONGRETE FLOWDFR58Z 1 DLOGK 5EEPA6E PIT (D - 5.5')_ nrve�r WATER r 6' i Fu. Lne LATERAL © 4' PVG EXISTN6 f5EEPAGE PIT 6' GRANULAR SOIL. BENEATH INFILTRATOR (TO DE REMOVED) L.ONGITIJDINAL- SECTION 1000 GAL 57. NT5 6' .10 10' NOTE5 5PEGM ATION5 4' PLA5TIG PIPE 1. THE DLOGK 5EEPA6E PIT WILL DE REMOVED. 1. FLOW DIFFUSERS SHALL DE SOE TO 'INFILTRATOR' 5Y5TEM5 ING., OLD 5AY131ZOOK, GT. 06475 2, THE WATER LINE WILL DE SEPARATED FROM N 5EPTI(: 5Y5TEM DY A D15TANGE OF 10 FEET. 2. PROVIDE q' HORIZONTAL SEPARATION DISTANCE N �p BETWEEN FEET OF EAGH GHAMDEK ROW. N 3. FLOW DIFFU5ER5 WILL INGREA5E EFFECTIVE HOUSE ADSOKFTION AREA DY A FAGTOK OF 3. 3. TAKE GAKE TO INSTALL THE 5Y5TEM LEVEL, 4, THE A1550RPTION 5Y5TEM WILL LIE A MIN, 4. GHAMDER ROW5 SHALL DE 5ET ON 24' GENTER5, DISTANCE OF 100' FROM THE LAKE SHORE. 5. PLACE GRANULAR BAGKFILL 6' UNDER, BETWEEN 5. 5EPTIG TANK 15 1000 GAL PREGA5T GONG. AND 2' ABOVE 'INFILTRATOR' GHAMDERS. 6. TE5T PITS AND PERG TE5T5 SHOW 501L5 G. GOMPAGT GRANULAR FILL 501L AND EXISTING Q ARE MARGINALLY MORE ADSORPTIVE IN THE SOIL DAGKFILL TO MAXIMUM DENSITY, 328 Q LOCATION CHOSEN FOR FLOW DIFFUSERS. 7. KEPLAGE OKANGEDURG PIPE WITH 4" DIAM PVG 5DK 35 PIPE. f 0K GH 7. 5EE 'DESIGN HANDBOOK' NY5DOH 1%6 FOR 'GRAVEL -E55 AD50RPTION 5Y5TEM5'. DES DATA TMOF add DEPARTMENT (5. "INFILTRATOR" 15 A PROPRIETARY NAME FOR TEST HOLE5 AND PERG TE5T5 WERE MADE IN THE DEGK sasedon I exar*a§on, ONE DRAND OF FLOW DIFFUSER. LOGAL LOGATION5 SHOWN ON THE PLAN. co#Wa • our II VENDORS INCLUDE FORT MILLER GO., GUIRTIS THE SOILS ARE SILTY/CLAY LOAM TO A DEPTH OF not be��and arein LUME�ER G0. AND UTOPIA ENTERPRISES. FIVE FEET OR MORE. NO GROUNDWATER OR ROCK. compliance Nb the cede. q. VEHI(;LES GAN TRAVEL OVER OR STAND (THE HOUSE GELLAK 15 DRY). ON `.�Y5TEM5 IN5TAL-LED WITH A MINIMUM PERG TE5T5 WERE AT THE 3' DEPTH IN AGGORD WITH GOMPAGTED GOVER OF 12'. NY51)OH GKITEKIA. no TOWN OF Q EN BU Y 10. NEITHER GRU5HED STONE NOR FILTER A 5TADILIZED RATE OF 1' DROP IN 30 MINUTES OGGUKRED CO'Y FADF'IG 15 REQUIRED WITH 'INFIL-TRATOK5.' IN THE L;OGATION GH05EN FOR THE ADSORPTION 5Y5TEM. F LE BUILDING PT. REVIEWED BY kft IM Or dwved,or believe I saw evidence of, DATE ....... 58k� r houses,webs,trees, fences, etc., DAVID PLJFFE'�)NE- "TIE LINE *0 MMW#Md I have 48.6q' ����tM the diagram." �RAYTON ROAD QUEENS�URY NY >t11M�ahserved, or b-++�� 1 saw eviQ111o�of, IMFFOVEMENT�- "as houses, we - ryes, ebe,, TO EA WALL ;� �� , aMus 6 mment. I ! have WA�TEWATEI2 �Y�TEM a � - 'he dlagrar y V � H. • SIB" ---_ _ _ SCALE: 1' - 10' NOVEMDER 1gg8 4 POCK -� 321 __ - ____ _ ___ _ T f =` �& ��••• SGUDDER ASSOCIATES •'. At s1k EN61\EER5 � PLANNERS ' • • • PAIRGELL No. 11-1-24 QUEEN5DURY, NY 12604