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2001-686 TOWN OF QUEENSBURY F 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building &-Codes (518) 761-8256 CERTIFICATE . OF COMPLIANCE Permit Number: P20010686 Date Issued: Friday, October 05, 2001 This is to certify that work requested to be done as shown by Permit Number P20010686 has been completed. Tax Map Number: 523400-227-014-0001-013-000-0000 Location: 34 PULVER Rd Owner: JOANN PAULSEN Applicant: JOANN PAULSEN This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY Director of Building&Code nfor ent l , TOWN OF QUEENSBURY - 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010686 Application Number: A20010686 Tax Map No: 523400-227-014-0001-013-000-0000 Permission is hereby granted to: JOANN PAULSEN For property located at: 34 PULVER Rd in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of.Construction Value Owner Address: JOANN PAULSEN Septic Alteration Residential & OTHERS Total Value 2226 PINE RIDGE Ct C/O C. PAULSEN SCHENECTADY,NY 12309 Contractor or Builder's Name/ Address Electrical Inspection Agency OUEENSBURY SEWER JAY SWEET Plans &Specifications 2001-686 SEPTIC ALTERATION AS PER APPLICATION $25.00 PERMIT FEE PAID THIS PERMIT EXPIRES: Thursday, September 12,2002 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the P(I„Vwn of Que nsbury; ednesday, September 12,2001 SIGNED BY for the Town of Queensbury. n.' Director of Buil g& _de Enforcement • Application lot- SEPTIC DISPOSAL PERMIT 0 • • STAMP RECEIVED • . Z l.oication of property for installation: c,4 iulstev (J . .zX)0)-- 6513‘ ... . • Owner's Name 0 CI l N.. 7-Pa ceVI PERMIT NUA11)IiR Owner's Mailing Address: 2Z.2 Pone t� ��, �® , q _ rri - S cilehe�1-.d>1 NI(4 1 Z 5O1 t:' . rl.is PAl u Installer's Name: .a Li - e adage,` - I'honc #: ."-I.�Z—�� ' 1 2001 C� Z TOWN OF - QUEENSgURY (if ) SUS--AND Number of bedrooms residential): Pi j 1© — 16eeJ T L a,��.�i:►t c),,Le20 la ee d t ye _ d . Total.daily now (residential -compute @ 1,S(Tgal. per bedroom): �`�® Topography: I—]Elat _ I, . Rolling Steep Slope lb of Slope 70 - Soil Nature: c><1 Sand I >C[ Loam I—] Clay [-1 Other ... .--/Depth: 0 • • lieu t • Ground Water: at what depth? Cp' Ccct Bedrock or Impervious, Material: at what depth? 0 "6, feet - Percolation Test:. [1 Not Required IYZ1' Required/Rate' n:in: per inch . Domestic Water Supply: = Municipal [1 Well 5^'. Other La. If domestic water supply is a WELL: water supply from any septic absorption is - • feet PROPOSED SYS l M: . • Z\ 1P Cick +a:x 14-s . - . . , Septic tank: Z!/xkm gal, (minimum size: 1.000 gal.) • . . C(3ev, tpQd Tile Field: each trench • • feet.. / total system length - eb feet.' a,,ev- avr cos Seepage Pit(s): number of / size each: ft..x ft. - • Size of stone to be used: - # ' / -( 1 / , depth or thickness • feet. . HOLDING TANK SYS•1EM: (if required) • Number of tanks: • Size of each: gal. \ . • illarnt 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 Queensbury, any permit or approval granted which is based a pon or is granted in reliance «pon -. • - any material misre jaresenlation or failure to stake a material fact or circumstance known by or on - behalf of an applicant, slta!l be void. . I have read the regulations with•re.+pect to this a pplication and agree to abide by these and all requirements o f the Totwi.o f Quee►t bier Sanitary Sewage TI:cfiosal Ordi t e. . Signature ofrest,o►tsib'e person: .�•_- P Date: TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518)761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name • A4./-a Location 3V / /e . kel Date / Y / Permit # 1 6 SOIL TYPE: Sand-Loam-Clay- Results of Percolation Test- (if applicable) Rate .-'.nute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: -Fetal Length Length of each tren, h Depth of trenches Size of stone SEEPAGE PITS: Numb- Size - ft. ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/"it Openings Sealed? Yes No . :Partia LOCATION/SEPARATION' : Foundation to Tank feet Foundation to Absoru ti on . .feet . . Separation of Pits feet Conforms as per Pl o Plan Yes No LOCATION OF SYSTEM IN PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front. - Middle Rear COMMENTS: . : . w0 jar � ,c J40 . .s44l • 74) Ck SYSTEM.USE APPROVED: 410 NO Arrived: llbd Departed: e • Building n pecto r TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name A�91/L4 tJ•t/ • Location Ie.'t- 1e Date 7�� Permit # G/_�0k SOIL TYPE: iliPLoam-Clay- Results of Per ' ation Test- (if applicable Ra -Minute/Inch TYPE OF SYSTEM A ' ABSORPTION FIELI: Tota 1.path Z1450 Length of each french o Depth of trenche . /0 Size of stone -- ;G—N SEEPAGE PITS: Nu •er- • Size - ft. x ft. Stone size PIPING: - ` r i/e Type Bldg. to Tank 4,f,_ Tank to Dist. Box, 63 ' Dist. Box to Field/' ' 4a Openings Sealed? -s No .Partial LOCATION/SEPARATIO • . Foundation to Tank H5, feet • Foundation to Absorptio feet . . • Separation of Pits • eet Conforms as per Plot Plan es No LOCATION SYSTEM ON PROPERT : (circle n Front - Rear - Left Side - Right Side Middle f- t - Middle Rear COMMENTS: . 44_ rX r[1,2C-S.. /tU9I k 41.t1- 61°. . /1 CG,:.,s6 Do i)- --RM17— . SYSTEM.USE APPROVED: YES (9 Arrived:r -� Departed: an C ) . Building inspector "I hige seen 4"W"Itaws"01 all oNem an as SITE shown on this doaaNat l atao t+epreseM that t have r pe l a alymewed th diagram." 2--d 71- z SIGNAME DATE a PROVDE OWNER WITH AS-BUILT MEASUREMENTS TO ALL BUIUI D COVERSFROM T LEAST 3 FIXED U OBJECTS SUCH AS BUI.�MIMINENT W TN - o APPROXIMATE LEAVE W' LONG ICON fsff GRAVE BELOW SURFACE TO MARK GO IVED 0 SEP 12 2001 20 � TOWN OF QUEEN N.ET BAFFLE 12" htii. COVER OVER DING AND SBURY ALL STRUCTURE5 •_-•--�-- C-.oDE • `—'"'s 3 �Cl DISTReUTION BOX GROUT WITH NON-SHR11C BY FORT MILLER OR p • EXIST. SEWER V _�. GROUT CTYPa ZOAJAL LIQUID LEVeL . 1/B" PER fOOT — O og 3/t3" PER fOOT ' � 0 vn N.ET ♦ OUTLET V• s.000 GAL. SEAM.C55 Tg o M �L o �o h ST DTLET IINVAETRTS p�►K#N' •o,� LOCATION MAP TAMS BY FORT -PEA EXACTLY THE SAME S 1 BAFfLX //W=M ER OR ErORT i MET + OUTLff v DI5TR NTION BOX GRAVEL M VAAGRA�L a�USE sON W 8' sQ OrJ S f n BAffLES NOT TO SCALE LEVE TS B LL A OUTLETS.ADM3 ' ' U. WIT" WATER. S86 10 'p0 E- 70.84 �� g9 g 3 �Pv MINIMUM 2X WIDTH MAXIMUM ` WIDTH MINIMUM 2X WHATH INSTALLATION OF D15FO5AL FIELDS 0-0 F MAXIMUM 4X WIDTH 3s3 �OOO 0 0 00ip I. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, PROVIDE 3" SAND OR 00 0000 AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. —'$ OO DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND py PEA GRAVEL UNDER TANK ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. Z NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS r OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. SEPTIC TANK5 3. AFTER EXCAVATION OF V WIDE TRENCH TO THE DEPTHS REQUIRED, NOT TO SCALE THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN PIP SMEARED SECTIONS OF TRENCH. r!, Tn t ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 4. PLACEMENT OF CONCRETE SAND, IN-DRAIN UNITS, PERFORATED PIPE, M"ti'1 V1 � AREA EXISTING STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AND GEO TEXTILE SHALL BE AS SHOWN AND IN ACCORDANCE WITH E­4 I-4 O 41,690 sq.ft. ' AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. ELJEN IN-DRAIN DESIGN MANUAL AND NYSDOH APPROVAL CONDITIONS. T� E..� H❑USE 2. ALL STRUCTURES TO BE PLACED ON FIRM COMPACT SAND OR 5. THE PIPE AND IN-DRAIN UNITS SHOULD BE LAID AT THE GRADES v1 1�' TO LOW WATER LINE GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING �j W { ARE UNSUITABLE. CRUSHED STONE SHALL BE PLACED A5 STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED �►i1 NECESSARY TO ACHIEVE A STABLE FOUNDATION. JOINTS OR OTHER IT CONDITIONS.ND THE PIPE SHALL BE LAID (vr1 O 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL r AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY T 148 IFROM THE DISPOSAL FIELD. My 1,; co 9. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. a a z Z THERE ARE NO WATER SUPPLY WELLS ON J I L EITHER THIS LOT OR THE LOT TO THE J w a O SOUTH OF THIS LOT. THESE PROPERTIES BOTH USE LAKE WATER. ACCESS SOILS LG DATA /�A GEO-TEXTILE COVER E- SO ti J EASEMENT J 4" PERFORATED PIPE / v 17- MAX. _ _ TYPAR 3401 OR EQUAL =1 I I I- I I I I= I_ SLOPE 1/16'-1/32' PER FT. ' ti J 2 - NEW 1,000 GALLON TEST SEPTIC TANKS 3 � c g O-q" TOP 501L 30' MIN. J u q-30- FINE SANDY LOAM LEACH BED WITH 80 L.F. i';; 30-48" FINE LOAMY SAND W/STONE5 5, OF ELJEN IN-DRAIN UNITS J ; ;•; O'EEXISTINGN 48-78' FINE SAND W/STONES COMPACT N7 18'5 2 ROWS 2 40 EACH J TANK & �ram:...•;." "y%'r•.L ti:b,;...t•,v•'q. ..,,..y:.i'. DETAILS SEE ' LEACH FIELD TYPE B IN-DRAIN I 34.31 TO BE REMOVED MOI5T AT 78" ...,.%tl; :•r ~,:A �i UNIT CONCRETE 5AN0 w 1 NO MOTTLING WAS OBSERVED BY ELJEN CORPORATION NYSDOT ITEM #703-07 w C PERCOLATION RATE - 1' IN 4 MINUTES. 44 SECONDS C�2 8 3p ., TI=5T PIT + PERCOLATION TEST BY NAGE ENGINEERING - 8/21/01 NOTES, AORTO5YTM ~ .-I 1. END OF ALL DISTRIBUTOR PIPES MUST BE i D � PLUGGED UNLESS INTERCONNECTED. � � ISTRIBUTION STANDARD BED PROFILE �. �. BOX I 2. ALL LATERALS TO BE OF EQUAL LENGTH. W O a .T.S RE. N COPY SEPTIC SYSTEM DESIGN z _ TOWN OF QUEB U Y 0 �► % DE51GN FLOW -G BEDROOM HOUSE WITH NEW WATER 5AVWG FIXTURES GGO GAL/DAY T�YVN t1l EN�dt1RY DEPARTMENT C SEPTIC TANK - NEED 1.750 GAL. SEPTIC TANK CAPACITY - USE 2- 1.000 GAL. TANKS Based on our WHW comoiarnib our ec�nrnentsshall BUILDING & � \? not be construed as aMicatirlg the a � S84 jT • a AB50RPTION FIELD - TEST PIT SHOWS G+ FEET OF USEABLE 501E plans and REVIEWED BY q� 44 E a compiance with the code.F4 d�l�e� 13 - LJ51! ELJEN CONSTRAINTSDRAIN SYSTEM IN A BED CONFIGURATION DUE TO 517E DATE r I q y - PERCOLATION RATE 1" IN 4 INN. 44 SEC.GF OVERFILL ALLOW 4" MAW. TOPSOIL. ~ Id FILL T - AT NY5DOH APPLICATION RATE 7q L.F. OF ELJEN UNITS REQUIRED. FOR FILL MENT- USE BED WITH 2 LATERALS EACH 40' LONG 80 L.F. TOTAL. f SEED AND MULCH Q'i p� 9Rq NG I - BACKFILL WITH SUITABLE MATERIAL W ;r/S ;±/ V i.r„ .t•. .>..: '`T;` �.,?:,••;'•t,">• .d,a 1t;Y' .:: .. l T t 3G" Cd 12" 4" PERFORATED PIPE 'D CEO-TEXTILE COVER Cd :.5,:• ,.. -c. TYPAR 3401 OR EQUALOD x .1 :a ti ys. TYPE B AV-DRAIN UNIT w I BY ELJEN CORPORATION 24" � N NY5DOT ITEM #703-07 u, J TYPICAL — CONCRETE SAND MAXIMUM SEASONAL HIG GROUNDWATER ELEVATION \ OR BEDROCK U Datei SEPT. 11, 2001 510-MAT AB50RPTI0N 5Y5TEM M. Scate+ AS NOTED STANDARD BED SECTION PLAN MAP REFERENCE N.T.S. ' Scale: 1"=20' "MAP MADE FOR KARL A. PAULSEN" 49077 BY VAN DU5EN + 5TEVE5. LAND SURVEYORS f DATED OCTOBER 7. 1gg8 SHEET 1 OF f u C1 "S~ C.a