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95-667 CERTIFICATE OF COMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date 19 AecetuLer 14 9-5— This is to certify that work requested to be done as shown by Permit No.,95667 has been completed. This structure may be used as a SEPTIC ALTERATION Location 1122 BAY RD, Owner CANTERBURY WOODS By Order of Town Board TAX MAP NO. 60. -7-5. 1 TOWN OF QUEENSBURY Director of Buil ing & Code Enforcement BUILDING PERMIT VALUE $ 0 TOWN OF QUEENSBURY No. 95667 TAX MAP NO. 60.-7-5. 1 WARREN COUNTY, NEW YORK CANTERBURY WOODS PERMISSION is hereby granted to 1122 BAY RD. Street,Road or Ave. OWNER of property located at SEPTIC ALTERATION in the Town of Queensbury,To Construct or place a 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 BUILDING C BAY ROAD QUEENSBURY, NY 12804 2. CONTRACTOR or BUILDER'S Name SCHERMERHORN CONSTRUCTION 3. CONTRACTOR or BUILDER'S Address 79 MASTERS COMMON NORTH CAR PHONE 744-3383 QUEENSBURY, NY 12804 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) SEPTIC ( ►Wood Frame ( ) Masonry ( )Steel ( ) 7. PLANS and Specifications SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use SEPTIC ALTERATION $ 25 PERMIT FEE PAID-THIS PERMIT EXPIRES November 2�9 97 (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.) 20 November is 95 Dated at the Town of Queensbury this Day of SIGNED BY _ A�.}v'v.sc. for the Town of Queensbury Building and Zo ng Inspector Application for SEPTIC DISPOSAL PERMIT 0 S'I'AMI' RECEIVED Vl l) Z Location of property for installation: IL•tc'•' (,_. cr' .%b i +/-•ct 43 I'1 Owner's Name 0C. kct<j( T'4e' I'IiR )Il"l'NUMBER N Owner's Mailing Address: '3'1 Vi/lcrSir.' (.so,24it)u.t) /1"./.k tri rri i'I;I? PAW aC L. 4 Z Installer's Name: fl S.c..1e,"0,1e i kt;!A-" Phone #: `7 y(' -`'- /1 V) Number of bedrooms (if residential): /e Total daily flow (residential - compute (re► 150 gal. per bedroom): f5 Q© :; ''rq 5 'logx)graphy: I X I Flat 11 Rolling I I Steep Slope gl,of Slope Soil Nature: ( I Sand I X I Loam I I Clay (l Other ' /Death: Ground Water: at what depth? N/A feet ,\ Bedrock or Impervious Material: at what depth? N/A feet Percolation'lest: PI No( Required ( I Required/Rate min. per inch Domestic Water Supply: [$! I Municipal [1 Well r—i (Ether If domestic water supply is a WI?1.1,: water supply from any septic absorption is feet a PROPOSED SYS•I 1?M: i C 6 Septic tank: 94-'"r•' gal, (minimum size: I,00(1 gal.) 'life Field: each trench Se feet. / total system length '9` ' feet. / Seepage Pit(s): number of / size each: ft. x ft. Size of stone to he used: # / depth or thickness 1 feet. IIO1.,DiNO TANK SYSTEM: (if required) Number of tanks: • Size of each: gal. U..S 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 o f the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf o f an applicant, s/tall be void. I have read the regulations with respect tc this application and agree to abide by these and all requirements()fate ?'own o f Queensbnr ' 'anitary wage this osal Ordinance. Signature of responsib'e person: `` ✓ Date: 1 f ) ( -.1/4/5 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name Location Date - Perm t SOIL TYPE: Sand-Loam-, ay- Results of ;Percolate. Test- (if applic.'b1e) Rate Minute/Inch TYPE OF SYSTEM: ABSORPTIOII IELD: Total Length Length of e.ch tre ch --- Depth of tr- ches Size of stop: SEEPAGE PITS: N ber- Size - f . x Stone size PIPING: ' Size Type Bldg. to Tank Tank to Dist. ,o Dist. Box to F el i/Pit—'� '---- Openings Seal :d? Yes No pa—r aj LOCATION/SEP' ' .TI. Foundation t. Tank Foundation o Absorption -- feet Separation of Pits — feet Conforms s per Plot P an Yes No feeto LOCATION OF SYSTEM ON p P (circle one) O ERTY: Front Rear - Left Side Right Side Middl -, Front - Middle Rear COMMENTS: 171,41 T7eJ' c6, A-tee"? trop 67(‘-rii SYSTEM USE APPROVED: 6i3 NO Arrived: z .ro Departed: Building Inspector -C---- '6\0 LNa i--% krZ),... TOWN OF QUEENSBUR4, BUILDING 8 CODE ENFORC 531 Bay Road Queensbury NY 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name cYe 1(.00CA. 1 yN : C-6 4 Location II DatelLsUnr_b Permit 5W49-17 SOIL TYPE: Sand Gam Clay- Results of Perco' ation T:. t- (if applicable) 'ate-Mi to/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Tot< Length 60 Length of each t -nc co - Depth of trenches 2Y Size of stone 2-- SEEPAGE PITS: Nu, ber- Size - f x ,/ ft. ize - Stone s PIPING: ige Type Bldg. to Tank Tank to Dist Box4f--- Dist. Box ti Field Pi C Openings S:.led? es No Partial LOCATION/ PARATI$ S: Foundati. to Tank feet Foundati ,n to Abso .ti on _ feet Separat on of Pits feet Confo s as per Pitt Plan Yes No LOCAT 0 OF SYSTEM ON PROPERTY: (cir e one) Fron - Rear - Lef Side - Right Side Mid• e Front - Middle Rear CI ENTS: r4Pecr , 8 /7./4 42.01t,ej --; 4 ''‘' SYSTEM USE APPROVED: YES NO Arrived: b'iPY Departed: ,—s3 Building Inspector • In 5 �k I GEOTEXTILE ' _ ABSORBTION TRENCH 18" MAX. 1 -TILL, IIIi- II—III(- (SEE STANDARD ABSORPTION TRENCH) C1? _ 2.5' 6' 2.5' � 20' MIN. ALL AROUND MIN. ALL AROUNp 20' MIN. —TILL — 2" MIN. O�pa 6" MIN. 6" TOPSOIL do SEED G DE TO DRAIN CQ O PX gLOPE ON 3 Z » c� 0Q orb M VARIABLE Mqk. 6 r S200 4" PERFORATED PVC LATERAL, DRAINAGE SWALE LAID LEVEL ON UPHILL SIDE OF SLOPED SITES NOTES* 1. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. CAREFULLY SELECTED FILL MATERIAL WELL-GRADED LOAMY SAND, OR WELL ORIGINAL MIN. 2' GRADED LOO.MY SAND GRAVELS, STANDARD ABSORPTION TRENCH PROFILE CONTAINING A MIN. of sILTS � DEB OR CLAYS., NO ORGANIC DEBRIS, AND 1. REMOVE LEAVES, ROOTS, PLANTS AND NO SOLID 03JECTS LARGER THAN N.T.S. 3 INCHES 14 DIAMETER TO ORGANIC SPREADING DEBRIS. PLOWSURFACE F CE PRIOR IN PLACE PERCOLATION RATE OF BETWEEN 5 AND 30 MINUTES. RAISED ABSORPTION TRENCH SYSTEM 2 THE DO NABSO ABSORPTION ELDOT USE HEAVY QAREA, UIPMENT WITHIN N.T.S. 3. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE ENT OF HEALTH STAND STATE DS. DEPART APp /� ROklMq PROPER 2'-0" 4'-0" 2'-0" l T)- VN 15%NAXMIUI+I / �jSITES N SnNC f�OIV OVERFILL TO ALLOW -- Srq O FCC N FOR SETTELIAENT 199,5 EXISTING FIELD oTM GEoiEx71LE JAI,/ FILL 4" PERFORATED ` _ [ 2" MIN. Z LATERAL 0 0 3/4" TO 1 1/2" T- 2ff CRUSHED STONE 6'-0» t NEW SUBSURFACE a DISPOSAL FIELD 2 SECTIONS AT 500 L.F. EACH GROUNDWATER SEASONAL HIGHWATER ELEVATION 50' LATERALS (T"P.) STANDARD ABSORPTION TRENCH SECTION N.T.S. f� 4" 0 VENT WITH 7 BIRD SCREEN "' I ( ACCESS HATCH BUILDING "D" I PUMt!) STATION WITH LOCKING COVER NOV 2 0 199 NG ELECTRICAL 5 £° 1. PUMPS TO BE EFFLUENT PUMPS 1; I I GOULDS MODEL GL885-WE05H OR EQUAL. GALVANIZED STEEL BOXC N I I 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. LIFTING CHAIN DUPLEX CONTROLLER TO AUTOMATICALLY ALTERNATE BETWEEN PUMPS. FINISHED AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED WHEN LAG PUMP GRADE — _ , _ _ ,- -•� ) � TURNS ON. 44 % UMER L SEWER pPARKING UM� 2" DIA. FORCE MAIN LAG PUMP FLEXIBLE COUPLING L — \ �� ALARM ON 2» DIA. LED PUMP OF NEw O iv PUMPS OFF', 1 1 1 �- 1� : . � � 9 • SEPTIC SYSTEM DESIGN I ti v, . DAY= 1500 GAL/DAY 6'-O" I.D.. PRECAST CONCRETE DESIGN FLOW- 10 BEDROOMS e 150 GAL / MANHOLE WITH INTEGRAL BASE cti► �� PERC. RATE & SOILS DATA FROM DESIGN OF ADJACENT REPLACEMENT AND FLAT SLAB TOP. MERCURY FLOAT s e>r „ I SYSTEM BY RAY BUCKLEY, P.E. DATED 7/22/95 AS MANUFACTURED OR FORT EQUI MILLER WEIGHT (TYP.) ,��� �� �. ( SWITCH WITH PER RATE 12 MINUTES PER INCH ApFEsslpN CLAY AT 30" - USE RAISED SYSTEM WITH FILL PERCOLATION RATE AT 5 TO 15 MINUTES. EFFLUENT PUMP STATION z NEW EFFLUENT PUMP NOT TO SCALE APPLICATION RATE- 0.8 GAL/DAY/SQ. FT. o STATION J - ( m TRENCH REQUIRED- 938 L.F.- USE SPLIT SYSTEM WITH 500 L.F. EACH EXISTING SEPTIC TANK USE 50' LATERALS WITH 10 LATERALS PER SYSTEM PUMP SIZED TO DOSE 75% OF LATERALS- 244 GALLONS CANTERBURY WOODS TOWN, OF BUILDING C REPLACEMENT SEPTIC SYSTEM f M e..N•� SITE LAYOUT PLAN Draw.""1g1° �i s A51a1D Dec 11/17/96 HAANEN ENGINEERING SCALE: 1"=50' John L. HDanen, PE Thomas W. Nace, PE 47081-01 DATE `� No. Revisions Date Q U E E N 3 B U R Y N E W Y 0 R K