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97-273 CERTIFICATE OF COMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date T [. .7 19 n•, This i s to certify that work requested to be done as shown by Permit No. 97273 has been completed. This structure may be used as a SEPTIC ALTERATION Location 26 PUJLVER ROAD Owner VRO01-YAN 9 DAVID f TAYLOR, JOAN By Order of Town Board TAX MAP NO. 18. --1. 15 TOWN OF QUEENSBURY Director of Building & Code Enforcement BUILDING . PERMIT VALUE $ 0 TOWN OF QUEENSBURY No. 97273 TAX MAP N0. 18. —1-15 WARREN COUNTY, NEW YORK • PERMISSION is hereby granted to VROOMAN, DAVID/TAYLOR, JOAN OWNER of property located at WESTMORE RD. Street,Road or Ave. in the Town of Queensbury,To Construct or place a SEPTIC 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. t' 0 n +�ddress is_ , JOAN 187 MINER ST. RD. CANTON, NY 13617 2. CONTRACTOR or BUILDERS Name 3. CONTRACTOR or BUILDER'S Address 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 SEPTvI.C• ALTERATION AS PER PLOT PLAN SPECIFICATIONS , 8. Proposed Use SEPTIC ALTERATION 25 - May28 $ PERMIT FEE PAID —THIS PERMIT EXPIRES 19 99 (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.) 28. May 19 97 Dated at the Town of Queensbury this Day of SIGNED BY Ctk). iZ )St, for the Town of Queensbury Building and Zoning Inspector Application for SEPTIC DISPOSAL PERMIT y �r Town of Queensbury Permit No. [ CX C11-7 2]73 • Dept. of Community Development Building &Codes Office �0 742 Bay Road Fee Paid $�s, Queensbury, NY 12804 &o-r vve.er j Location of property for installation: /a,, . lµoo #/g/— /S Property Owner's Name: Da I-i Viz kFAN -d Z/o<<N V,raaviaa ti i Io r _ Property Owner's Mailing Address: �.5' Co r-ta.., led 1 We 67a v), i'VI,�I O 2/95-/GJ3 To bet d ,-i .ve.1, Thss ok Installer's Name: Ge,...rt s Phone # 7?-2j-O 431 Number of bedrooms (if residential): Total daily flow: , 20 • (residential - comput ' ED E Topography: flat, rolling, steep slope % of slope I V MAY 2 81997 • Soil Nature: k sand, )C loam, clay, other/depth: TOIA,W OF QUEr„vv,3URY Ground water: at what depth?3-7 feet / Bedrock or Impervious Material: = +�� �% � 3'-10'' j4 Percolation test: not required, required [rate �l min. per inch] „,_ d.rc.,,ex-sc...� Domestic water supply: municipal, well, other (�k c. Wye✓ cY If domestic water supply is a WELL, water supply from any septic absorption is VA feet. • PROPOSED SYSTEM • Septic tank: /ZSO ,gallon (minimum size: 1,000 gal.) Tile field: each trench feet / Total system length: feet Seepage pit(s): number of / size each: ft. by ft. • Size of stone to be used: # / depth or thickness feet • • 361 1.2v HOLDING TANK SYSTEM: (if required) Number of tanks: Size of each: gallons 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 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 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 Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person: )lMJ ,7` /� —\ Date: ,5---„2 3 -I TOWN OF QUEENSBURV . BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745-4447 ' . , :. ' • SEPTIC DISPOSAL SYSTEM. INSPECTION . Name • Vc� �4r---.� . Location � u lox( ' Date . .�U 3v � Permit # =�! SOIL TYPE: Sand-Loam-Clay- : , Results of Percolatio. Test- • , ' ' (if applicable) Ra --Min' te/Inch TYPE OF SYSTEM: . ABSORP ON FIELD: , Tota Length _ Length o each t enc, . Depth of tren . Size of stone _ SEEPAGE PITS: N mber- Size - f . x ft. Stone size PIPING: Size ' Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATI OHS: Foundation to Tank feet Foundation to Absorption feet Separation of Pits feet .Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: . (circle one) Front - Rear .- Left Side - Right Side" Middle Front - Middle Rear COMMENTS: . • ' , : . SYSTEM USE APPROVED:" YES 4 Arrived: jarW Departed: • - Ok . . ' . Building Inspector TOWN OF QUEENSBURY' BUILDING & CODE ENFORCEMENT .. V 531•Bay Road V . Queensbury NY 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name adj",-- C6G,111Ci Location 'f-t a(_ Date ?AA Permit $ -- SOIL TYPE: Sand-Loam-Clay . Results of Percolation Test- • V (if applicable) Rate-Minute/Inch TYPE OF SYST- ABSO'ATION . \I: Total Length Length 4f e: rench V Depth of r• : s . • V Size of s't.•=- SEEPAGE PIT Number- Size - ft. x _ ft.' Stone size PIPING: Size Type - . Bldg. to Tank V Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption _ feet Separation of Pits feet Conforms as per Plot P1 an Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear .- Left Side - Right Side Middle Front - Middle Rear • COMMENTS: • V 626 A73© JJCI'- --9%-e— e- • <7,/ 4e 4,1- 02S 41 1.4-1/ SYSTEM USE APPROVED:" YES , Me . Arrived: 3 zd Departed: Building nspector 9fC TONN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745-4447 SEPTIC D SPO-A YSTEM INSPECTION 'ZeeF 104trk f/hC_ Name ,..r:fir- V;_______lrCOVYlflY) Location iQL- tO .,- e w/ Date 4 i��6 Permit # e; SOIL TYPE: Sand-Loam-Clay- 97-2?�3 Results of Percolation Test- (if applicable) Rate-Minute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: Total Length Length of each trench Depth of trenches Size of stone SEEPAGE PITS: Number- Size - ft. x ft. Stone size PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No Partial LOCATION/SEPARATIONS: Foundation to Tank feet Foundation to Absorption feet Separation of Pits feet Conforms as per Plot Plan Yes No LOCATION OF SYSTEM ON PROPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS: //Oa a.t_e g-r‘• ,t.._ Ze-7," 44,1-- (7_6". ‘e__ r r, ' 0 ( A, /p e Xr- SYSTEM USE APPROVED: YES NO Arrived: 9IYi Departed: Building Inspector i GENERAL NOTES 221!ECIFICi&TIONS I. ALL WORK SHALL CONFORM TO TOWN OF QUEENSBURY SEWER AND SEWAGE -� DISPOSAL REGULATIONS AS PERTAINS TO RESIDENTIAL SEPTIC SYSTEMS PART OF SECTION 136 OF THE CODE OF THE TOWN OF OUEENSBURY 1990. LEGEND 2. SEPTIC TANK SHALL BE 1250 GALLONS WITH A MINIMUM OF 34' OF LIQUID SURFACE AREA. TANG SHALL 8E SEAMLESS CONSTRUCTED LARGE TREES TO BE REMOVED FROM A MINIMUM OF 2500 PSI CONCRETE (AT 28 DAYS). 3. ALL CONCRETE TANKS SHALL BE TESTED FOR WATERTIGHTNESS ....i ` EXISTING CONTOUR PRIOR TO. BACKFLLNG. �—�-- NEW CONTOUR 4.ALL PVC PIPING SHALL CONFORM TO A8TM D 2665. (� Uk K�••F S. SL E'v PVC Pl PIN( f N 'bmve w/ S" 3 PERCOLATION TEST LOCATION 5 '�I CALCULATIONS e TEST PIT LOCATION GEo TREATMENT- �'�'�� 1. REFERENCES, I. WASTE SYSTEMS PUBLIC HEALTH LAW V201cIXl) LEACHING BED S SILT FENCE 2. DESIGN FLOWS BASED ON NEW STANDARD FIXTURES (3.5 GALLONS PER FLUSH MAX. TOILET AND 3.0 GALLONS PER SET BACK LINE MINUTE MAXIMUM SHOWER HEADS). DESIGN FLOW • -�_ 150 GAL./DAY/BEDROOM x 4 BEDROOMS ■ 520 GAL./DAY J� 3. SEPTIC TANK REQ=JIREMIENT8, 1250 GALLONS. 34 SQUARE FEET MW, M OF LIQUID SURFACE AREA. 0� i N 4, APPLICATION RATE) 0.95 GAL✓DAY/SQ. FT. SOIL TEST RESULTS 5. BED AREA REQUIRED# 520 GAL./DAY # 0.95 GAL./DAY/80. FT. ■ 547 80. FT. 6. BED SIZE- USE ZO'Y- 30' ■ coo SO. FT. = 547 PERC LATION TEST ETA a ................ V civiVe h PT-L...... - '.,.�.. MIN. IO Sec o++�ra�:ac o PT-2...._..............9-1. MIN. �.ti�i•1 G p q►c nr 1440 n LOCATION STAKE , h ASPHALTIC SEAL TEST PITS �j SE A ACCESS PORT ACCESS PORT TP-1 ru bt FINISHED GRADE 100,/ Q 43' GROUND WATE 0-60' SANDY LOAM Lk5T Tko (99AD11`=! 29 SLOPE J' /FT.—� Izso t,AL i I INVERT OF INLET 2' ABOVE I I SLOPE #' /FT.--- BOUNDARY INFORMATION TAKEN FROM INLET I I INVERT OF OUTLET I I OUTLET— SURVEY PERFORMED BY COULTER ASHLEY ' . — . . . . . — . . 11.. . . JULY 15. 1957. 4' PVC PIPEA I I LIQUID LEVEL� 11 POLYETHYLENE � � io � a • I I 4'PVC PINE , Itl ao I I POLYETHYLENE PIPE SEAL ,�' ,�, ''g I I PIPE SEAL ; I 5 R 6 pVc / M/V SANITARY TEE SANITARY TEE ti M Z%S(APE „�' . 6'-0' MIN. O 1 G ?O F I X E�b 1 Y PO A4UC sSAI '' BAFFLES MAY BE A 5/9/97 ISSUED FOR PERMIT USED INSTEAD OF W Lift WALL TW. NO. DATE REVISIONS SANITARY TEE FOR POURED IN V I / PLACE CONC. -CONTRACTOR SHALL CHECK AND VERIFY ALL DI ENYIONN PRIOR TO lMMEEDW WITH FABRICATION OR OTHER CONSTRUCTION ACTIVITIES AND REPORT ALL DISCREPANCIES TO THE ENGINEER. � a 3 ,,p,, � � Oo Oo OD O� OD O� Ofl Oo Ofl OD Ofl OQ O�+ O D 20-O. / (���" ,'�► / / / / '` �• -DO NOT SCALE THIS DRAWING. 2'-6' 5'-0' 2'-6' 2'-6' 5'-O' 2'-6' 3c�yy� / SET TANK LEVEL ON -SHOP DRAWINGS AND MATERIALAQUPAENT DATA SHALL BE 6 CRUSHED STONE SECT ION ' VIEW STEEL. REINFORCING STEEL. CONCRETE EN(IINLER FOR `0'EWL EQ�ENT. IMAM Y ZC1X30' 0 MATERIALS. ATTACHMENTS. GRATIN& METAL DECK. TRUBSEIL JOISTS. - ACCESSORIES. ETC. REVIEW OF THIS SUBMBTTAL DATA BY m I An•�GRi'IION ENGINEER DOES NOT RELEVE CONTRACTOR OF RESPONSIBILITY FOR - pf2\ -, - i �D / ACCURACY OR FURNISHING MATERIAL AND WOWJAAN0HIP REQUIRED BY CONTRACT DRAWINGS AND SPECIFICATIONS. ON PRIVATE SECTOR 6' TOP SOIL r — T — — — — — — — ► r ! ; PROJECTIE NCE RESERVES THE RIGHT AT ITS SOLE DISCRETION TO REJECT ANY CONTRACTOR OR SUPPLER THAT IT BELIEVES IE NOT ASPHALTIC SUITED i011 THE PROJECT. ���+ l4 I / 'q84 1004 I I i SEAL // `� , NORTH AND INFORMATION CONTAINED HEREN IS THE PROPERT • _.,G / COUNT ENSMEEP.C. NEITHER THIS DRAMS NOR ANY DATA OR INFORMATION THEREIN SHALL BE COPED OR .� INLET ��1� I I D I OUTLET REPRODUCED N ANY MANNER. LOANED OR OTHERWISE DISPOSED ELEV 327.80' N ` 1 I I `�i' ` PPFRIORR WRI OR TTEN PERMISSION�PERMISSI AW O OF NORRPOSE TH COUNTRYENpINEE� IF THIS DRAWING 0 LOANED WITH OR WITHOUT AUTHORITY OF NORTH 1 I r I • ( I I / COUNTRY ENSINEERM P.C. THE BORROWER N CONSIDERATION OF SUCH LOAN. AGREES TO THE FOREGOING CONDRIONN AM TO L — 1 — • RETURN THIS ORAwNG UPON REQUEST. I J UNAUTHORIZED USE. COPYING OR MODIFICATION OF THIS DRAWING OR ► , �THE TIOIN 0 IN VIOLATION OF THE ARCHI ARCHITECTURAL WORKS PROTECTION�OF w OF 1976 / HANDLE ► 90. WILLFUL INFRINGERS OF THESE RMITS MAYBE SUBJECT TO 0100.000.00 STATUTORY DAMAGES N ADDITION TO COMPENSATORY ' . . 4' NRF PPE. SLOPE 2W INN. DAIAAGES. E&g%T WATER TJ,g(.E •' ', Q /FT (n / 4W MAX. -UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A PERMEABLE GEOTEXTILE MATERIAL FILL VIOLATION OF SECTION 7209 SUBOMBION 2 OF THE NEW YORK !' v- / STATE EDUCATION LAW. • Shed PLAN - VIEW $' TO V CRUSHED STONE EXISTING GRADE 16•11' p TYPICAL CONCRETE SEPTIC TANK �G ' ter: NORTH COUNTRY Iz 3-s , q TOWN 014 of Perk rye. BliLE !' ' V•4a,,,a BED SECTION M REVIEWED BY SCALES •1-0 y, WOVEN WIRE FENCE (MINI. 14* GAUGE. DATE 2 WARREN STREET. GLENS FALL4 NEW 1►0RK 12501.4VI1 plSf•79000I25 WOVEN :WIRE FENCE (MN. 14} GAUGE. MAX. 6' MESH SPACING) UNDISTURBED /I MAX. 6' MESH SPACING) is i GROUND l/�'('�it✓eX o FLOW D /LCY/f/t� 8.0• � MAX, 36' MIN. FENCE POST. EMBED FILTER CLOTH PROPOSED SEPTIC DESIGN v/ GROUND .. 16' INTO MN. 8' INTO GROUND to FOR STANDARD SYMBOL DAVID H. VROOMAN & S s s JOAN VROOMAN TAYLOR SECTION SITE9CALE1 I 2 NOTE DWG. TITLE '. . ~ 1, WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS, STEEL EITHER T OR U SITE PLAN, DETAILS & n►�,� �.I� TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2' HARDWOOD 2. FILTER CLOTH TO BE FASTENED SECURELY TO SPECIFICATION WOVEN WIRE FENCE WITH TIES SPACED FENCE, WOVEN WIRE. 14 1/2 GA. cp 8TURBED EVERY 24' AT TOP AND MID SECTION. 6' MAX. MESH OPENING 3. WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTHS FILTER X. ADJOIN EACH OTHER THEY SHALL BE OVER- MIRAFI IOOX. STABI- DRAWN, CES LAPPED BY SIX INCHES AND FOLDED. LNKA T140N OR APPROVED CHECKED, DMK 4. MAINTENANCE SHALL BE PERFORMED AS EQUAL. SCALE, AS NOTED NEEDED AND MATERIAL REMOVED WHEN J7 DATE, 5/9/97 PERSPECTIVE VIEW •BULGES' DEVELOP N THE SILT FENCE. PREFABRICATED UNTs GEOFAB ' �` ENVIROFENCE. OR JOB N0. 97-16 APPROVED EQUAL DWG. NO. TYPICAL SILT FENCE DETAIL SCALE, NTS sl