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89-820 BUILDING PERMIT • TOWN OF QUEENSBURY No. 89-820 WARREN COUNTY, NEW YORK • PERMISSION is hereby granted to JOHN T. BROTHERS OWNER of property located at Assembly Point Street, Road or Ave. N 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. 1. OWNER'S Address is RD #1 - Lake George 2. CONTRACTOR or BUILDER'S Name co FRENCH MOUNTAIN ENT. INC. 3. CONTRACTOR or BUILDER'S Address to • 4. ARCHITECT'S Name N 5. ARCHITECT'S Address r- r v • 6. TYPE of Construction—(Please indicate by X) z —I ( )Wood Frame ( ) Masonry ( ) Steel ( ) 7. PLANS and Specifications No. Existing 1250 gal . tank with 35' trench system. 8. Proposed Use . N Sewage Alteration. - m r- r - —I $ 25.00 PERMIT FEE PAID —THIS PERMIT EXPIRES Octoher 26 19 qt (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.) .• O Dated at the Town of Queensbury this 26th Day of DctohPr 19 R9 SIGNED BY for the Town of Queensbury Building and Zoning n pector TOWN OF QUEENSPURY - f* (4 4V APPLICATION FOR TOWN OF OUEENSBURV 1� "`S f��, RECEIVED �=v�a SEPTIC DISPOSAL PERMIT OCT 3.11 1989 'BLDG. & CODE DEPT. 1 DATE k/focieN LOCATION OF PROPERTY FOR INSTALLATION /_S,cy%Gn/// 4> Owner's Name: 4n-1 / T. 0 n-4 5 Telephone: ( ') 1v,5 6, ei S.3 Address: -I tjW.to qA,,, AV/ i.2 y i Installer's Name: y�,g;,,e,iie /217, Yr live_ Telephone: L 6e,s 36 Number of bedrooms (residential only) 4 Total daily flow (compute (d 150 gal per bedroom) 1 Topography: Circle one: Flamm oiling Steep Slope % of Slope Soil Nature:Circle one: Sand Loam clay Other /Depth: R Feet Ground Water: At what depth? Afeki.e Feet t Bedrock or Impervious Material: At what depth? j/ ÷ Feet Percolation test: Circle one: not required required rate 6-/ min. inch. Domestic water supply: circle one: Municipal Well Other Ikk(_, If domestic water supply is a well: Separation: Water supply from septic absorption / Ye I feet PROPOSED SYSTEM: Septic Tank f3, D gal. (minimum size: 1,000 gal.) TILE FIELD: Each Trench 30 feet/Total system length - '35- feet SEEPAGE PIT(S): Number of Ai ,4-/ Size each feet by feet Size of stone to be used # 2 /Depth 1 or Thickness � feet ************************* I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. SIGNATURE OF RESPONSIBLE PERSON: , !i � _ r4,, DATE: V/K/ • OVER • . 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 installa— tion, alteration or repair of an approved system, a new proposal must be submitted to the Queensbury Building Department -before further construction. Town of Queensbury BUILDING and CODES DEPARTMENT Bay and Haviland Roads Queensbury, New York 12804 Remarks : c� A Lf _own of Queeni‘ury BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R.D. 1 Box 98 r� Queensbury, New York 12801 /,• '5 SEPTIC DISPOSAL SYSTEM INSPECTION NAME LOCATION age/ 47 . DATE/d/fla © 7 PERMIT NO. c/r9-K20 SOIL TYPE - Sand Loam Clay - Percolation Test Required? YES - NO `<' Percolation rate - Min/Inch._ TYPE of SYSTEM: Absorption field, tonal length sf, Length of each trench\ Depth of trenches ' \ ' Size of gravel \ /` SEEPAGE PITS4Number of) I Size- ft. X ft. \ 7 Gravel size . \ s' PIPING: Size 7 Type Bldg. to tank zi V A Tank to dist. box Dist. bo}: to field/pit / Openings sealed? YES / NO: Partial LOCATION/SEPARATIONS: Foundation to tank /,f 75 ft. Foundation to abscrption fit. Absorption to lot Line ft�t Separation of pit,/ ft.\ LOCATION OF SYSTEM ON PROPERTY(cir,,cle one) Front - Rear - Left side - Right side - COMMENTS: 14-4,4‘1 0,5o a /erzv ?b17 �l 4>i-1 .14 SYSTEM USE APPROVED YES NO Bui ding Inspector 01/86 and vl • Jown of QueQniur/ • . BUILDING and:ZONING DEPARTMENT Bay and Havi{and Road, R.D. 1 Box 98 Queensbury, New York 12801 /�/,�ij SEPTIC DISPOSAL SYSTEM INSPECTION NAME 9,76,: 4,,,,,.., LOCATIO , ' DATE/ fin PERMIT N . S9- (�2Q ' SOIL TYPE - Sand (- Loam - Clay - !f Percolation Test Required? YES -/NO Percolation rate i Min/Inch _ /' TYPE of SYSTEM: i [' Absorption field, to. al lengt l25D (`Ik Length of each trench\ 40 Depth of trenches ' '`(p r� Size of gravel ,`��) . _'7 SEEPAGE *PITS{Nuinber -d"f) \ ,f Size- ft. X _ ft. ,/ Gravel size . EY. PIPING: S,yi,y�F�e T( pe Bldg. to tank j$ \Tank to dist. box rl�.�„ c ,2e- Dist. box to field/ NI `� P(J -- Openings sealed? ES NO Partial LOCATION/SEPARATIONS: Foundation to tank/ " ft. Foundation to abs rption ft\ Absorption to lot, line le) ft Separation of pis GP ft. LOCATION i YSTEM ON PROPERTY(circ=le one) Front -41 - Lief t side - Right side - COMMENT . f . i\rt...819.$ \•tc.).-flitil ( Lc Q9OI'4,kA,L,L\,_ 4 , ,)l. p.iii\i - • SYSTEM USE APPROVED49 . NO \ l ; $1 Build' Inspector 01/86 and vl A NORTH __ PROPOSED LEACHING AREA; p� 4-4° 0 PVC PIPE LATERALS 901 SIMPLEX LIFT STA. v „ 397' 58 CIS- ae. N 81 28 W Co O4 1250-GAL. f yA:'*'t O S.T. 1/2 -r ,�'3 m tv++ co PVC F.M. P r Gob �� D�i� 0 1-4 i -- ��O o z '} 4„0 PVC '� o Gt E-4 0 0 �n / J � p Vn400vw 2.�► N Q 0 04 04 ,-4 / APPROX. LOCATION —� w �a M/ EXIST. BLDG rn DRAIN. 201 • ���."'• * '• ""' • - �. , , 'I � �a � �CONNECT TO NEW II I PROPOSED N S.T. AT A SLOPE .Y M I N. } / OF 1/4�� PER FT. ADDITION I PAr�G. 2 m ca v to a n 3 51 / I O- W '� EXIST I N G a TREE W W r� a RESTRICTION / 2- STORY �-- — -� EX�sT' ' .' cc / HOUSE GARAGE ,0 ......................................... 4,2 s � co l!6 �,ex 0 / 49132 1, 50 All _ 0 i' PLAN vJ c CC O 0. . f t Q CC Z — 20' H a O O W 10 p W m Z 2,_6„ 00 j . 5 - - 5� - ---- - _ 5� �_6„ z FIN. G .7 R. ELEV. 103.68 2 O W W m (TOP OF EMBANKMENT ) 3 H W � (/) SEED TO GRASS TOP SOIL W 1— <C w 4 ° 0PVC W f LATERALS-----,,,� wco 0 n N FILTER FABRIC Z z O Cy a 211 < O = Jcts LAT. ELEV. 102.001 ---�-- (SEE SPECS.) Q- 0. •V �.ate} '� �► O O U) • CRUSHED STONE (14 2) co CMEDIUM SAND FILL 1 ENVELOPE o <( cc a W �R• �& ' REMOVE ALL ORGANIC TO YELLOW SANDY LOAM cc MEDIUM SAND FILL AND SCARIFY BEFORE PLACING FILL SOIL � • a MIN BELOW EXIST. GRADE TO ELEV. 103.68 _ATE 1' ` I SEP, l989 .Q rILTSR rAilRlc: 0) s MM SMALL " 90E TO EXYON GTF-130D OEOTUTILE FABRIC FOR COVERING ^ W THE ABSORPTION SYSTM STONE ENVELOPE. SCALE I ASSORrT10M BYSTtb1 FILL SOIL; r FILL SOIL SMALL BE GRANULAR MATERIAL (SAND) CONPACTED IN GMLIFTS � .c. SECTION — ABSORPTION BED BMALL TD 90. STANDARD PROC R DENSITY. AS SHOWN TO St CLEAN AND FINE JRADED BY NAND. SEEDED TO GRASS TO RE •� 3/4" = I�- 0" PRtvexT Igoe I oN N I TN A sutrecE sLoee or L.s% To THE mwN- WOMM VISED 10/17/89 TO S[IC)feT SEPTIC TANK AND LIFT STATION RELOCATION SHEET # : Q MILL SIDE OF THE EMtlANKMENT; SIDE 01BANIWENT SLOPES 1:3. O I V IMAUTHOR I ZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. i 4 i 5 - ro29 106.00 ( FIN. GRADE ` DISTRIBUTION BOX (0I8) BY FT. MILLER CO. INV. EL. 102.45 EXIST. GRADE 104-00 I i N r4 - 4"N PERE PVC. LATERALS .� ` ( cc Q Wr- !V 102.00 K jNV. EL. IO2.30 5'4" a i . CUT 8 SCARIFY ELEV. 101.95t � I MIN 10 .00 EXIST. FIB FL R,, IQQ�4E�_1 / i �I PVC F.M. / /1 ' ' ►+ �ao / i ► ` / pp •� Iri nC I � / �•B" -� �I i� � U Is pa _..� ° S�2! 'SLOPE Ef ro z 14 fM1.�4 N W-�EXIST. BLDG. a 00 CLID .� n DRAIN f T S.T. i EOYE 0 WEIGHTS: � ( 26401 TOP SLID i 1'-3„ / 96.00 I 6953 A EOTTOM 3 / _ 95930 707AL MIM:IINTE: �/ \ / • . 0 fD 0 O O N ITS# BOTTOM A9 TOP TOP. BOTTOM, 9 SIDES ����6� ����"vy'• 2300 10TAL ALL 42" THICK • Z 6 • HYDRAULIC PROFILE 1250—GA- � y �' L SEAMLESS SEPTIC TANK # 1 B DISTRIBUTION BOX SCALE: HORIZ, i = 10 - _ VERT., I", 2' NTS NTS Y F J GENERAL 9ACKFILL � cc 1 L W GRADE f T 1) Arbitrary datum - existing house finished floor iGe BASIS OF- DESIGN HAND PLACED CTED &TKAMPED 2 ) Set all castings dead level on 12" of No. 2 esruA*d >>wkowe. TOPSOIL & ORGANIC MATERIAL tt2'" LAYERS. MAXIMUM) Total M1MMEtlber of Bedrooms - Four (4) (n 3) Building drain to be 4" diameter schedule 40 PVC ipe at Q „ minimum slope of 2%. Bed pipe in firmly-tamped o Design 4 = (4) (150) = 600 GPD J 2' (PT. DEPTH- 26 ) / � - Q Q ��sL LIFT STATION Noss 4) Leaching bed laterals shall be 4" diameter scheduler Design Application Rate - 0 . 9 GPD/SF ( (n 0 perforated PVC pipe sloped at 1/16" per foot. P ' ide 6" a O � 5 - - No. 2 crushed stone under pipe. Provide 2" Me,. rushed lt"uired Leaching Bed Area = 60.0 = 670 SF (L YELLOW SANDY/LOAM /;�r I) DESIGN Or LIFT STATION Afi,W05 1ReMOVAL AND REPLACEMENT OF PHMP - W stone over crown of pipe. ''^^ OR CONTROLS FROM SITTIROUT. 0 . 9 VJ _ _Z 4' j 2) VTWILATE LIFT STATION EFFECTIVELY. Provide .fabric between stone and topsoil same or :o ual to Bed Dimensions : 20 ' x 35 ' � 0 Ill— Exxon O W GTF 13OD or 150D Geotextile. Distributors f D.B to J W a Z o z 3) PREVENT INTRUSION OF STAND. GRIT OR (TRAVEL TO LIFT STATION. Be®I Area = 700 SF COMPACTE ST(.*E laterals shall be non-perforated and shall drop fr n D.B to OR PEA RAVEL laterals 0 . 25' . Q ♦^ . -. DENSE GRAY SAND/GRAVEL (HARDPAN) ! 4) ELEVATE PUMP ABOVE LIFT STATION FLOOR USING 4" CONCRETE. 1 L � m SOLID BLOCKS Aa REQUIRED. r J 5) Remove topsoil and organic materials and scarify 1 to a W 6' NO EVIDENCE OF GROUNDWATER TO A s) ANCHOR PUMP AGAINST MOVEMENT DUE To ROTATIONAL FORCES. _ minimum depth Of 18" below lateral invert (elev►a'ti .96). Q W DEPTH OF 6.0 TYPICAL TRENCH DETAIL 6) SEAL ALL OPENINGS EFFECTIVELY IN LIFT STATION CASTING. (n W06 m SANITARY SEWER 6) Finished topsoil to be raked level and seeded. CO CO 7' 7) PLACE► ELECTRIC pO1tRIt AND CONTROL NIRL�S IN SUITABLE CONDUIT. ' it f ; BEDROCK (7�) NOT TO SCALE PREVENT GASES AND VAPORS MOVING TSROUGR CONDUIT TO CONTROL W � W (n Z ENCLOSURE. ,.�. �- W LL a5 W 0 I o /+ -SILCO- 2'-ex 2'-s" ALUM. . MATCH Z O COSOIL LOG cs U I GRAB BAR L IF T CHAIN OC O E L. � N to PER TEST DATA ' Q wER i CO�f WIRE S W REV. J. T. BROTHERS P I TL E SS Alt't' OLD ASSEMBLY POINT ROAD ' ' ~— /� IN CONDUIT DUEENSSURY, NY 12804 ADAPTER 4�.0 ao Q Wa DATE: AUGUST 31 , 1989 FROM S.4" Q PVC TO W WEATHER: SUNNYcc TEST CREW: CHARLES [I. SCUDDER, P.E. L.B• MICHAEL L. MALONEY _ }- INVa PERC. TEST NO. t - PIT DEPTII: 2 6" PERC. - M E mutr T SWtTC MES U TEST LOCATION: WITNIII PROPOSED ARSORPTION SYSTEM I -KI/8 O PVC FORCE MAIN ' I!IwL - � � - ft) — LEA LOW WATER CUT-OFF DATE PRESOAK: DEPTH: 11" IM V —�-- a RUN NO. TIME MARK illDROP 1411I. 0 11 I SEP, 1989 1 12:24:15 6" LW L 00 12:30:45 5" 6:30 ~st a 2 12:31:30 6" / A SCALE e'- 12:38:00 5" 6:30 .1.r 6 " � 2 CRUSHED STONE TF, 3 12:39:i5 6" �v �Tv AS SHOWN a� ! 12:45:45 5" 6:30 - • 1 �� L — St*PLE X EFFLUENT PUMP >' 4'- 10" (SE.E SPECS) SHEET #k O PERCOLATION TEST DATA SECTION W17f59 70 8" >MWTiC '1'111tiC 1ktD LIFT STATION NUCIMTIOH 0 MOTE ADJUST MERC. FLOAT "ITCHES TO DOSAGE VOL. OF 140 SAL PER DOSE 9111INV9111" j SIMTI0M OR ADDITION TO THIS DOCUMENT 16 A VIOLATION OF 2 Or Men 209 OF TARS MART YORK STATE EDU(IATION LAW.