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2009-099 TOWN OF QUEENSBURY 742 Bay Road,Qwensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090099 Application Number. A20090099 Tax Map No: 523400-240-005-0001-031-023-0000 Permission is hereby granted to: J &D MARINA LLC For property located at: 2583 SOUTH STATE ROUTE 9L 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: J &D MARINA LLC 2546 ROUTE 9L Septic Alteration Residential QUEENSBURY,NY 12804-0000 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-099 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,April 07,2010 (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 Quee ury; / 'uesday,April 07, 2009 SIGNED BY for the Town of Queensbury. Director of Buildin &Co Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20090099 Date Issued: Wednesday, June 10, 2009 This is to certify that work requested to be done as shown by Permit Number P20090099 has been completed. Tax Map Number. 523400-240-005-0001-031-023-0000 Location: 2583 SOUTH STATE ROUTE 9L Owner J & D MARINA LLC Applicant: J & D MARINA LLC This structure maybe occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building de Worcernent Planning Board or Zoning Board of Appeals. For an EPA homeowner's guide: htfp://www.epa.gov/npdes/pubs/homeowner guide Iona customize.pdf �j_________------,- 'I ----Q _________________________ +_____________________ FFIqE4SE ONLY ; TAX MAP NO. — PE MIT NO. I PERMIT FEE ; fi r r r APPROVALS: ZONING TOWN CLERK r r r i 0 ! APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: -� 1 r��4 f•�� / a INSTALLER: J R 11�Gr I J �iw1 /l ADDRESS: �7 "! b }�1 2. fl-4e• 16adwlf Ut)ADDRESS: / ? Gat`f'� /y�/ /1 [�cy/c,2 PHONE NOS. 5�ti 3 636 r-AY 1 19 01PHONE NOS. n LOCATION OF INSTALLATION: L��J J rt �- ►`� L ee r\S y„rt f✓ I�b ©y ESIDENCE YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS o Ider X 150 gallon per bedroom = 0 GARBAGE GRI���R 1981-1991 Q X 130 gallon per bedroom = 0 INSTALLED? _ 1992-present X 110 gallon per bedroom = 0 SPA OR HOT Tq INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE SLOPE % ✓ SOIL NATURE: SAND LOAM V CLAY OTHER tl lI ✓ GROUNDWATER: AT WHAT DEPTH? 141? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUP'Y� MUNICIPAL WELL (If well:water supply from any septic system absorption is7( ja ftl ✓ PERCOLATION TEST: RATE IS 1 b ' 61 I MIINUTE PER INCH(TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal system must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. S,Y§16M TYPE: ✓ 1 r/ ABSORPTION FIELD(WITH NO. 2 STONE) Totallength2-5 t ft. Each trench j X ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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 QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codes(&Queensburv.net Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensburv.net ignature of Person Responsible Date Toic�ii off Qi-iccllsht,ii-jl• Corrznti.rnitit Dcv lopmeiit Officc • ,'42 Bi7It Roiiil, Qrreerrsbiitif, N1' 1?804 Septic Inspection Report Office No. (518) 761-8256 Date Ins�equest received: Queensbury Building &Code Enforcement Arrive: am/pm part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: > PERMIT NO.: LOCATION: �_T,_ INSPECT ON: eF d RECHECK: Comments and/or diagram Soil Type: Sand/ Loam Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. C/t Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N _N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: N End Ca Y N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y_ N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear Sy&m Use to Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: , am/pm D art: w77D \,?I�am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT N .; LOCATION: INSPECT ON: RECHECK. Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation dist ft. Well separation distance ft. Other wells: ft. Absorption Field: Total lengxlft. Len h of each trench Vft. Depth of trenches ft. Size of Stone Seepage Pits: Number I - Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps V/� -t 4 � Location/Separations Foundation to tank J ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan ! Y N Engineer Report and As-B t N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta s• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 l—Z. Septic Inspection Report Office No. (518) 761-8256 Date Ins ction uest received: L Queensbury Building &Code Enforcement Arrive: .w am! Depart: am/pm 742 Bay Rd., Qu sb>�ry, NY 12804 Inspect r s Initials: NAME: PERMIT NO.: D —69 LOCATION: INSPECT ON: 41 RECHECK: Comments and/or diagram Soil T : San o -Eta Ty of Water: Municipal! ell Water Waterline se ration istance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + - Y N _N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank '!�L") Tank to Distribution Box ,i Distribution Box to Field/ Pit Opening Sealed: Y End Cap 6-- 17 Inlet/Outlet Pipes &Baffles Y N �� �' �U � Location Separations Foundation to tank Foundation to absor tion Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built —Y_ N Location of Syste _ n Property: Front Uea Left Side Right Side Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 U\Building&Codes Forms-OlD\Building&Codes\Inspection Forms\Septic Inspection Report.doc WASTEWATER DESIGN NOTES 2'-0" NOTE: TRENCHES NUMBER OF BEDROOMS 3 TO BE INSTALLED SEPTIC TANK CAPACITY REQUIRED 1000 GAL. EQ. EQ. 6'-0" C-C SEPTIC TANK CAPACITY PROVIDED 1000 GAL. DESIGN FLOW 450 GAL./DAY DESIGN PERCOLATION RATE 8-10 MIN./INCH FILL TRENCH W/ ABSORPTION TRENCH LENGH REQUIRED 250' i NATIVE SOIL ABSORPTION TRENCH LENGH PROVIDED 250' N Z GEOTEXTILEFILTER DEEP HOLE & PERCOLATION TEST FABRIC DEEP HOLE#1 0"TO 51" LOAM FILL 041 GROUNDWATER ENCOUNTERED AT 49" 4"SZf DISTRIBUTION BEDROCK ENCOUNTERED AT 51" PIPE (PERF, PVC). ROOTS PENETRATE TO 24" o o o INSTALL W/ 1/16" PERC.TEST #1 STAB. PERCOLATION RATE=9 MIN./INCH 00 -1/32"PER FT. DEPTH=±30"BELOW GRADE cv o o SLOPE PERC.TEST #2 STAB. PERCOLATION RATE= 10 MIN./INCH 10 o 0 0 o a 3/4 - 1 1/2 DEPTH =±30"BELOW GRADE i CRUSHED STONE NOTE: EXCAVATIONS FOR DEEP HOLE AND PERC.TESTS WERE UNDISTURBED SOIL WITNESSED BY LONNY CHASE, P.E. ON 4/2/09. PERCOLATION TESTS BETWEEN AND BELOW WERE PERFORMED BY LONNY CHASE, P.E.ON 4/2/09. z TRENCHES (TYP.) HOLD BOTTOM OF iv TRENCH LEVEL BEDROCK OR GROUND WATER 777777 TYPICAL TRENCH DETAIL CLIENT: DWG.TITLE: JOB NO. 09.109 DRAWING NO. til J&D MARINA, LLC PROPOSED DATE: 4-6-09 SEPTIC SYSTEM DRAWN BY; LHC 2585 STATE ROUTE 9L CHECKED BY: LHC DETAILS SHEET: 20F2 C-2 ENGINEERING, PLLC QUEENSBURY, NY 12804 SCALE: AS NOTED gravel drive paved �N d rive R o_ III crushed stone drive IIII // m al cover-1`inv. 361.3' �inv. 361.5' \ _cedar /--- APPROX. LOC. -- __ , 24" maple OF WELL iron pin found I ' Q0„5 020 maple fi�chC' W cherry EXIST.TANKS TO�`, porch W ° 24" hickory _ BE ABANDONED I shrub � O house `\(shrub O` —� 1 slab 51 1 \\ O M 1000 GAL. "`00017 APPROX. LOC. QQ// `� CONC.TANK \ OF HOUSE G Iron pines \ `� (eT)ce\shed \ q� found /24" mople ckode i^1 to s / , / paved ,n� lo' biro 32" maple //�i drive 12" maple lands now or formerly of �/ II S1� ,�;� i z" blran Harold J. & Lyn Halliday /� I \ T 6.p' ii� // ► \ 1 (TYp.) l /// paved 20" maple , 4" birch �\ (5) OUTLET I I I 1 D BOX I \ 1 I 10 (2) 3" ashi�/i garage \1 1 1 15" maple I// inv. 355.0' // \\ (5) 50' LG. — ,// \\ ABSORPTION ► 1 �-�--' - �// ;��-''` u, TRENCHES W/rn 4.,0 PIPE ,}- O 20" maple 24" maple woods - 360 paved IIron pin found \\ ��� __ �� gravel road CLIENT: DWG,TITLE: JOB NO. 09-109 DRAWING NO. J&D MARINA, LLC PROPOSED DATE: 4-6-W 2585 STATE ROUTE 9L DRAWN LHC SEPTIC SYSTEM 5 EEETTKED BY: IOF2 ENGINEERING PLLC QUEENSBURY, NY 12804 SCALE: 1:so