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HomeMy WebLinkAbout33030-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z~33240 Date: 10/02/08 THIS CERTIFIES that the building ALTERATION TO DWELLING Location of Property: 380 FIRST ST NEW SUFFOLK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 8 Lot 19 Subdivision Filed Map NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 2, 2007 pursuant to which Building Rez~nit No. 33030-Z dated MAY 14, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTER EXISTING FERRY TERMINAL TO A ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROBINS ISLAND HOLDINGS LLC (OWNER) of the aforesaid building. SUFP~)LK COUN~TY DEPAR~T OF }~E~J~TH APPR0%L%L R10-08-0073 08/04/08 ELRt-£KIC~J~ CERTIFIC3~TH NO. 7663 04/18/08 ~L~BERS C~TIFIC~%TION DATHD 06/06/08 THREE B'S PLUMBING & HEAT Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TO.tN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY-. - 15 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For 1. new building or new use: Final survey of properly with accurate location of all bnildings, property lines, streets, and unusual naturalor topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval ofelecthcal installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead 5. Conm~ercial building, industrial building, multiple residences and similar bnildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Snblnit Pla/ming Board Approval of completed site plan requirelnents. B. For existing buildings (prior 1o April 9, 1957) non-conforming uses, or buildings and "in'e-existing'' land uses: 1 Accurate su~,ey ofproperl5 showing all ptope~ly lines, streets, building and nnusual natm al o~ topographic features. 2 A properly completed applicalion and consent to illspect si~med by the apl)lican~ Ifa Certificate of OccUpaliCy is denied, thc Building InslmC~o~ shall state the reasons lhcrefo: m writing to thc applicanl 1 Ccrtificateof()ccupanc,, New dwellmg $25 00, Additions to dwelling $25.00. AHerationstodwcllmg$25.00. SWilluning pool $25.00: Accex:;oO' building $2500, Additions to accessoty building $25.00, Businesses $50.00 2 Certificate of Occnloalxc} on Ih e ~ xistmg Building $100 00 3 Copy of Ce~ificate of Occupancy $25 4 UpdatedCellificateof(~ccupal~C5' $5000 5 Temporary Certificate of ()ccupallcy Residential $1500, (Mnnnc~cial $15.0(I New Constm~ction: Location of Propmly: _ House No. Old o~ Pre-existing Building: (check one) Hamlet Suffolk C6unty Tax Map No 1000, Section ~{."-[ Block Subdivision .... ~ Filed Map. Plarming Board Approval: .~ Request for: Temporary Certificate F¢¢ Su n ted: * 332 o Final Certificate: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33030 Z Date MAY 14, 2007 Permission is hereby granted to: ROBINS ISLAND HOLDINGS LLC PO BOX 1301 NEW SUFFOLK,NY 11956 for : ALTERATION OF AN EXISTING FERRY TERMINAL TO A SINGLE FAMILY DWELLING AS APPLIED FOR (THIS REPLACES PMT. #31898Z) at premises located at 380 FIRST ST County Tax Map No. 473889 Section 117 Block pursuant to application dated MAY 2, 2007 Building Inspector to expire on NOVEMBER 14, NEW SUFFOLK 0008 Lot No. 019 and approved bythe 2008. Fee $ 285.60 Authorized Signature ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York + 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 7663 Date: 4/18/08 lssued to: Private Ferry Ferry Terminal Address: 880 First St Introduced By: Celi Electrical Lighting Village: New Suffolk License #: 1022-E Residential [] Commercial [] The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic I~t Floor [] 2"~ Floor [] 3rd Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F [. Microwave Smoke Detectors 13 26 I I 3 1 3 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide I-Ex Bath I I I 1 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers II[qnal Insp. Meter Amps Phase Motors II 4/18/08 Renovation O~'2nd I.'[oor Section: 117 Block: 0008 Lot: 019 This certificate must not be altered in any manner Town Hall, 53095 Main Road P.O Box 1179 Southold, New York 11971 0959 Fax 1631) 765-9502 Telephone 1631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: June 6_~_2008 Building Permit No. ~'~:>~'~- (Please print) Plumber: Three B's Plumbing, (Please print) Hou tLC_ Heating & A/C Corp. I cm~tify that the solder used in the water supply system contains Jess than 2/I0 of 1% lead. Sworn 1o before me Ibis 6th dayof__Jt_?~__ ., 20 08 (Plmnbers Sim]ature) Nolary Pnblic, Suffolk County Elleen M. Roeche Notary Public, State of New York No. 4826942 Qualified ih Su/folk County Commission E~pires January 31, 20]0 U.S. DEPARTMENT OF'HOMELAND SECUR/TY Federal Emergency Management Agency National Flood Insurance Pregmm ELEVATION CERTIFICATE Important: Read the instructions on p~ge_sl~.l~.(--=an SECTION A - PROPERTY INFORMATION Al. Building Owner's Name · Belvedere Property Management LT,C A2. B. uilding Street Address (including .akot., Unit, Suite. and/or Bldg. No.) or P.O. Route and Box No. Flrst& Jackson Streets State cityNew Suffolk New York A3. Propar[y Description (Lot and Block Numbers, Tax Pamel Number, Legal Description, etc.) 1000-117-8-19 OMB No. 1660-0008 Expires February 28. 2009 For Insurance Company Use: Policy Number c pa.y ZIP Code 11956 A4. BuildingUce e.g., Residential, Non-ResidentiaI, Addition, Accessory otc) Gara~3e/Prooosed Residence A5. Latitude/L~lg rude: Lat. ~ ;~ 30 Long. :~i~ S ~O Horizontal Datum: [] NAD 1927 AD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood ihsurance. A7. Building Diagram Numbar__~ AB. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or endosura(s) N / A sq ft a) Square footage of attached garage sq ff b) No. ofperrnanentfloodopenthgsinthecrawlspaceor b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade __ c) TotalnetareaoffioodopeningsinAB.b sqin c) TotalnetareaoffioodopaniegsinA9,b __ sqin SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BI. NFIP Community Name & Community Number Southold 360813 County Name Suffolk 83. State New York B4. Map/Panel Number B5. Suffix I B6. FIRM Index I B7. FIRM Panel BB. Flood I Date ~ Effective/Revised Date Zone(s) 0501 G May 4~ 199 Nay 4: lq98 AE R/ B10. Indicate the soume of the Base Flood E~evetJon (BFE) data or base flood depth entered in Itam B9. [] FIS Profila [] FiRM r""1 Community Determined [] Other (Describe) B11, Indicate elevation datum used ~)r BFE in item Bg: ~] NGVD 1929 [] NAVD 1988 [] Other (Describe) B12. Is the building ldcated in a Coastal Barrier Resources Systam (CBRS) araa or Otherwise Protected Area (OPA)? Designation Date [] CBRS [] OPA B9. Base Flood Elevation(s) (Zone AO, use base flood depth) R [] Yes [] NO SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: [] Const~JcUon Drawings* [] Building Under Construction* [] Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A. AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in item A7. Benchmark Utilized ~ 9 0 Vertical Datum NGVD ' 2 9 Convemion/Comments ~ Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 8 , 2 [] feet b) Topofthenexthigherfleor =~ 18 . 2 [~]feet c) Bottom of the lowest horizontal structural member (V Zones only) .--Fi feet d) Attached garage (top of slab) 8 .-~-~---~ feet e) Lowest elevation of machinery or equipment servicing the building 8 ....~_~] feet (Deschbe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 6 . 3 [] feet g) Highest adjacent (finished) grade (HAG) 7 . 7 [] feet [] meters (Puerto Rico only) [] meters (Puerto Rico only) [] meters (Puerto Rico only) [] meters (Puerto Rice only) [] meters (Puerto Rico only) [] meters (Puerto Rico only) [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. I certify that the information on this Certificate represents my best efforts to inteq~ret the data available. I understand that any false statement may be punishable by fine or imprtsonment under 18 U.S. Code, Section 1001. [] Check here if comments are provided on back of form. Martin A. Rea~ 050076 License Number CertifiefsName Barrett, Bonacci & Van Weele, P.C. Comp Name mitie175A Commerce Drive ~uppauge New York 11788 Address FEMA F'0n~ 81-31, FebmaDj 2006 city te ZiP Code 6s~-435-1111 ~,,,,/D~ata/v~ ~] Telephone 7 See reverse side for continuation. Replaces all previous editions James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 Januaw 24,2007 BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD Mr. David Emilita 795 Pine Hill Rd. Westport, MA 02790 RE: BELVEDERE PROPERTY MANAGEMENT Cio FIRST ST. & JACKSON ST., NEW SUFFOLK SCTM#117-8-19 Dear Mr. Emilita: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed, January 24, 2007: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #5193 for interior modifications to the existing building, and exterior building modifications to the windows, gable vent and ridge vent, with the condition a drainage system is installed to contain the roof run-off, and as depicted on the site plan prepared by Barrett, Bonacci & VanWeele, P.C. dated March 22, 2007. ;- Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, a~mes, PresideFn~ga d~of Trustees JFK:lms DEPARTMENT OF HEAl. TH SERVICES Apdl 19, 2007 COUNTY OF SUFFOLK STEVE LEVY Sur-r-ou( Cou~r~Y DAVID G. GRAHAI~, M.D., M.P.H. Aclm~ ~ Mr. Michael J. Vedty Chief Building Inspector Town of Southold Building Depart~nent 53095 Route 25 Southold, NY 11971 Re; Belvedere Property Management SCHDS Ref No C10-00-0001 Conversion of Office to Single Family Residence Dear Mr. Vedty: I am writing to confirm that the sanitary system that was approved by this office for the office use at the above referenced location meets the standards of the Department for a 3 bedroom residence. Due to the fact that the plans for the sanitary system will not require revision, the Department will process the change of use to residential after the construction is complete. While we have no objection to your issuance of a building permit for this project, please refrain from issuing a C.O. until such time that our office issues a final "green stamp" approval for the residence. Please feel free to contact me should you have any further questions or comments at 852-5700. Very truly yours, Walter J. Hilbert, P.E. Chief Office of Wastewatar Management. · DIVISION OF ENVIRONMENTAL QUALITY · OFFICE OF W~ATER MANAGEME~T · 3~0 YAPHANK AVENUE, SUITE 2C · YAPHANK NY 1198~ · FROM ~ JmO CONSULTING IDEa pERNZl NUMg~R q-47~-00949/000¶3 FACILI1Y/PRDORR~ NUHOER($) PHONE NO. : 653 NEW yORK NTRTE ~EPAR1MF, NT or ENVIRONMENTAL 2001 03: 24PM P0.3 " PERMIT Ullder the I[nvironm0otal Con, er vat'l on Law Supply 11959-0&&? IEFFECTIVE DATE Harch,~[ 2001 March 31, AOOG I.! permit to Artlcie 27, Title ?; 6NYDRR 360: goftd Waste Management I TELEPhOnE TELEPHONE NUMBER (631) 6~-0607 Belvedere P?Pe.~Y ~aoegement Marina, Flret ~ dantean Streets LOCATION OF PROJECT/FACiLITY Ne~ Suffolk COUNTY Suffolk I Southold DESCRIPTION OF AUTHORIZED ACTIVITY~ INYTN COORDINATES Construct office/storage building, lnGlall septic system. 176 flllear feet retail/lng well, backfill with 225 CU. yda, of clean fill, remove and replace 200 linear feet Jetty with 200 cu, yds, of clean fill, remove 345 linear feet of non-functional bulkhead add replace with Iow stfl bulkhead, construct 8' x 62' boal'dwelk. Install 0' x 65' float and remove ail debris from tidal wetland area. create eahd dune. end instal/ catch basle and drainage pipes. All work la to be done In accordance wllh Ihs attached plans stamped NY~DEC approved. ay acceptance et' this permit~ the permlttee Bgreee that tile permit Ia contlr~ent upon atrlct cm~tta~e ~lth tho ECL, ell applicable regulations, the Genera[ condltlo~e specified (see page Z & 3) a~ any specie[ C~dltlone f~iu~d at ~rt of this permit. 03/13/01 TUE 15:06 [TX/RX NO 8200] Town of Southold Building Department 53095 Main Road Box 1179 Southold, NY 11971 June 19, 2008 Re: Permit # 33030 Z Private Ferry Terminal N/E Comer of First an Jackson Streets New Suffolk, NY To Whom It May Concern: I have observed the plumbing venting system and to the best of my abilities it meets the building code. Additionally I have observed that the insulation and fire caulking at penetrations between floors, sill and penetrations to outside were completed. All wails and ceiling were observed to have been installed with 5/8" type "X" gypsum board. To the best of my ability's, these items were installed as per NYS building code. Very Truly Yours, Ronald Kuoppala, RA RONAL D K U O P P A L A A.I.A., ARCHITECT 48 McKinley Street Massapequa Park, NY 11762 Phone 516-797-8317 Permit Number RFScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sofware Version 3.6 Release 2 Data flename: E:\Program Files\Check\REScheek\New Suffolk.rck PROJECT TITLE: Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: De~ached 1 or 2 Family HEATING TYPE: Non-Eleetric WINDOW / WALL RATIO: 0.05 DATE: 11/17/06 DATE OF PLANS: November 14, 2006 PROJECT DESCRIPTION: Residence First Street New Suffolk, NY DESIGNER/CONTRACTOR: Ronald Kuopplala Architect 48 McKinley Street Massapequa Park, NY 11762 COMPLIANCE: Passes Maximum UA = 270 Your Home UA ~ 205 24.1% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1015 30.0 0.0 Wall 1: Wood Frame, 16" o.c. 1412 19.0 0.0 Window 1: Wood Frame:Double Pane with Low-E 64 Door 1: Solid 20 Floor 1: All-Wood Joist/Tress:Over Unconditioned Space 928 19.0 0.0 Floor 2: Slab-On-Grade:Unheated 18 0.0 Insulation depth: 0.0' 0.330 0.240 36 8O 21 5 44 19 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Pro~sional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and prot~ssional judgment, such plans or specifications are in compliance with this Code. Builder/Designer ~ - ~ Date [.~' ~ 01'~' 0{S Permit Number Checked By/Date MECcheek Compliance Report New York State Energy ( 3ms rvation ConStruction Code MECcheck So~ware Version 3.3 Release lc _~ Data filename: CSProgram Files\Check~MECcheck\pmc33004.cck TITLE: New Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 04/26104 DATE OF PLANS: 3/30/2004 PROJECT INFORMATION: Tasker Lane Greaanport NY COMPANY INFORMATION: PM Construction Enterprises COMPLIANCE: Passes Maximum UA = 400 Your Home = 353 11.8% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1118 30.0 0.0 Wall 1: Wood Frame, 16" o.c. 2486 15.0 0.0 Window 1: Wood Frame, Double Pane 250 Door 1: Glass 63 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 1004 19.0 0.0 39 167 0.32O 80 0.320 20 47 COMPLIANCE STATEMENT: The proposed building represemed in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are. filles~ting that to the best of his/her knowledge, belief, and professional judgment, such p~fl~<~spe,~bca~mpliance with this Code. ~ / ,/t~ ~ MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Sol,rare Version 3.3 Release lc DATE: 04/26/04 TITLE: New Residence Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insolation Comments: Windows: 1. Window 1: Wood Frame, Double Pane, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ Comments: ]Yes[ ]No Doors: 1. Door 1: Glass, U-factor: 0.320 # Panes Frame Type Comments: Thermal Break? [ ] Yes [ ] No ~OOFS: I. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insolation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate fir-fight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heat'mg equipment must be provided. Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duet Insulation: [ ] Supply ducts in unconditioned aries or outside the building must be insulated to R-8 [ ] [ ] [ ] [ ] £ ] [ ] [ ] [ ] [ ] [ ] [ I [ ] I. ] Return du~ts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: Ail joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/offbeater switch and require a cover unless over 20% of the heating energy is from non~depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: I-IVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipe~ Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temnerature (F) Up to I" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1,0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0,5 0.5 1.0 Table 2: Minimum Insulation Thicl~ness for HVAC Pipex Fluid Temp. Insulation Thickness in Inghes by Pipe Sizes Pi in S stemT es RanRe(F) 2"Runouts l'andLess 1.25"to2" 2.5"to4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Permit Number Checked By/Date MECcheck Compliance Report New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 c Data filename: C :',Program Files\CbeckWIECcheck\pmc33004.cck TITLE: New Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 04/26/04 DATE OF PLANS: 3/30/2004 PROJECT INFORMATION: Tasker Lane Grecenport NY COMPANY INFORMATION: PM Construction Enterprises COMPLIANCE: Passes Maximum UA = 40O Your Home = 353 11.8% Better Than Code Gross Glazing fixea or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor U~A Ceiling 1: Flat Ceiling or Scissor Tress 1118 30.0 0.0 Wall 1: Wood Frame, 16" o.c. 2486 15.0 0.0 Window 1: Wood Frame, Double Pane 250 Door 1: Glass 63 Floor 1: All-Wood Joist/Tress, Over Unconditioned Space 1004 19.0 0.0 39 167 0.320 80 0.320 20 47 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page~, tt~e attesting that to the best of his/har knowledge, belief, and professional judgment, such pl~/sp~ce with this Code. Builder/Designert¢,C-r/' c/ ~/ - Date~~ MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 04/26/04 TITLE: New Residence Bldg. Dept. Use [ I [ I [ ] [ ] [ ] [ l [ ] [ ] [ ] [ ] [ I [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: WoodFrame, 16" o.c.,R-15.0cavityinsulation Comments: Windows: 1. Window 1: Wood Frame, Double Pane, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ Comments: ]Yes[ ]No Doors: 1. Door 1: Glass, U-factor: 0.320 # Panes Frame Type Comments: Thermal Break? [ ] Yes [ ] No 1. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials, ffnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duet Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] [ [ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duet Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Ak filters are required in the return air system. The I-IVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric metem are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City BuJla~ng Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels ia Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: I-1VAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipe~ I~-l~fion Thickness in Inches by Pioe Sizes Heated Water ~ Runouts Circulating Mains and Runouts Temperature ( FI Up to 1" _Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum lnsulation Thickness for HVAC Pipea Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pipin~ System Tvoes Range (F) 2" Runouts 1" and Less 1.25' to 2" ~,5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 08/13/2007 M0N 13:11 FAX ~001/001 PermitN~ FiIe No. TOWN OF SOUTHOLD HIGHWAY DEPARTMENT Peconic Lane Peconic, 1Vew York 11958 (631) 765-3140 .APP. LI~CA.T. ION/PERMIT FOR HIGHWAY EXCAVATION AND REPAIR Ref.#T~ 00777655 1) ~CE~YSPAN ~]~]~Ri~Y- GAS CONS'ITC DEPT. - 175 E. OLD COUNTRY RD. - IIlCKSVlLI~E, NV 1 IS01 380 1'~ St. New SuITolk Owner of Premi~ Address 3} W/s I" Street 68' r Jo Jack,po. Street t9 re,Ire a ~as service at 0380 1" Street 4) Work Description and Location (Street Number, Hamlet, Cross Street) (a) lscoasrrucdonlo~at~dwi~biu75feetafddalwcdauds? *Ye~ -- No __ *if y¢l, o~het Town permi~ may d)~uild~r's Lic~e No, , , , Plum~'~ License X Electrician'5 License No, Other Tra~p~~ 8-08-0T Date $) a) At~ac~p~tp~sh~w~i~ca~a~fpr~p~ede~cava~na~drdati~ns~ipt~djoi~niipr*mi~es~ public struts or areas, nad giving a detaibd description of layout of excavation. b) Attach all other nece~ary permits and litenses for thi, project. e) Work eove~d by this ap0i!cation may not commenc~ before issuance afc Hillhw~y Exeavatioo Pdrmlt by the Town Clerk. Tax Map: Section , Block ., Lot T) Starting Date: Completion Date: 8) Work Schedule: _C_omo!etion Date 9) Under which autbom'ity is the appticntiofl made: 10) Estimated Corot of Proposed Work: $ I1) Remark: 1~) Insurance Coverauc (Auach Copy) a) Insurancc Company: 08-13-~BOT i~:B1 SOUTHOLD BUILDING DEPT 1631765950~ PAGEi IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number City State ZIP Code Company NArC Number ~CW Suffolk Naw York 11956 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTiFiCATiON (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. Comments Date ~.~/~-/~-- [] Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AC and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is .......... [] feet [] meters [] above or [] below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is .......... I I feet [] meters [] above or [] below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Sectio~.,A Items 8 and/or 9 (see P~qe 8 of Instructions), the next higher floor (elevaflon C2.b in the diagrams) of the building is ........ [] feet L_l meters [] above or ~- below the HAG. E3. Attached garage (top of slab) is .......... [] feet [] meters [] above or [] below the HAG. E4. Top of platform of machinepJ and/or equipment servicing the building is ....... [] feet [] metem [] above or [] below the HAG. ES. Zone AO only: If no flood depth number is available, is thet~p~fthebe[t~m~~~re~evatedinacc~rdancewiththec~mmunity~s~~~dp~ainmanagement ordinance? [] Yes [] No [] Unknown. The local official must cerlify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AC must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZiP Code Signature Date Telephone Comments [] Check her~ if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The tocal official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. Gl. [] The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certity elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. [] A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AC. G3. [] The following information (Items G4.-G9.) is provided for community floodplain management purposes. IG4. Permit Number IG5' Date Permit Issued IG6. Date Certificate Of C°mpliance/Occupancy Issued I G7. This permit has been issued for: [] New Construction [] Substantial Improvement G8. Elevation of as-buifl lowest floor (including basement) of the building: G9. BFE or (in Zone AC) depth of flooding at the building site: [] feet [] metem (PR) Datum [] feet [] meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments [] Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~]/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONS~UCFION [ ] RRE RESISTANT PENETRATION REMARKS: DATE '~j//~- ,0 c~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [/~NSULATION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] .RERES~rANTC0.STRUCn0. [ ] FINAL [ ] FiRE SAFETY INSPECTION [ ] FIRE RES~TAHT PENETRATION REMARKS: DATE INSPECTOR_~~*~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY fiRE RESISTANT CONSTRUOTION [ ] ROUGH PLBG. /~ INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION REMARKS:~. DATE 7-(/~2--'6 y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION __ REMARKS. DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~LATION [ ] FRAMING / STRAPPING [/,'~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ~/~/0 ~ iNSPECTOR ~~/ INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ] INS~JLATION [ ] FRAMING [~'I=INAL [ ] FIREPLA~,~E &~CHIMNEY DATE INSPECTOR 765-~.802 BUILDING DEPT. 765-~802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU~d'[PLBG. [ ] F/~~ON2ND [~rlNSULATION~ [~/FRAMING /~.~-~ [ ]FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F~UNDATION2ND [ ] INSULATION / [/'] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~/'~,~-*~ - / ..~T*-/ /_~- R~EMAR~KS;~' ~/~___.F~ / /'~ DATE INSPECTOR 765-tS02 BUILDING DEPT. o PECTION [ NIST [ ] ROUGHPLBG. [ ] FOUNDATION2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ F~~OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ~' -x~ d~ '~ INSPECTOR INSPECTION REPORT FOUI~ATION ROUGH FRAHE & PLUI~INC IN~ui. ATION PER N. Y. STAI'Ig ENERGY CODE .ADDITIONAL FIJ~LD INSPECTION REPORT I DATE FOUNDATION (1ST) FOUNDATION (2ND) ~ou~ ~.~ ~ STAT~ SNEaCY CO~E TOWN OF SOUTHOLD BUILDING DEPA~TMEI~T TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c PERMIT NO. ~&.~..~t~ BUILD1NG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: h4utD Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjdining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspection~-~& -(Sign~re o{ applica'l'l{ or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general c~n}racto~r, leXlctnC~'cian,~pl~anber or builder Na~nerofpremises ~-~','q5 '~ /4OLD'/'q&S ~ ~x _ fid /q ,¥ ,4~ (As on the tax roI~ or latest deed) If a~ff~ ~orp ~o~rfiti~ duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Subdivision (Name) Section I 1 '-/ Filed Map No. 4 ~ ..... ~ ~ 2. State existing use and occupancy of premises and intended use and occupancy of proposed con, stmction: Existing use and occupancy 3. Nat Repa 4. Estin 5. Ifd~a If ga 6. Ifbu 7. Dim{ I-lei Din 8. Dim~ Hei! 9. Size 10. Date 11. Zone 12. Does 13. Will 14. Nam Nam Nam 1Sa. Ist * IF Yt b. Isl * IF Yt 16. Prov 17. If ek STATE ( COUNT' (Nm (S)He is ~ of said m that all st performe Sworn to Intended use and occupancy of work (check which applicable): New Building Removal Demolition tared Cost Fee elling, number of dwelling units 'age, number of cars Z. Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor dness, commercial or mixed occupancy, specify nature and extent of each type of use. nsions of existing structures, if any: Front 2-~5 ' Rear ht 7__~.'~T~p o~ 12;tl~e Number of Stories Z.I msions of same structure with alterations or additions: Front ~.~u p~ Height. ~,q-~ ~ :nsions of entire new construction: Front ht Number of Stories )flot: Front c:).l.Z5 t Rear 131 of Purchase 2 ~)' Depth Rear Number of Stories Rear .Depth Depth ZO-7 t Name of Former Owner e-'~:OTtqCY'4) ID~u~ C;Oh~::~4-1- or use district in which premises are situated M~I~IM~ ~-- proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~ lot be re-graded? YES__ :s of Owner of premises ht°-'Dt/'46~ LL, L- of Architect P-~t-l) k:t)O PPALA of Contractor NO '~ Will excess fill be removed from premises? YES__ NO Address MEW ~ M~ Phone Nq- Address~/~gH 5T Phone No Address PhOne No. is property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO __ S, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. a~s property within 300 feet of a tidal wetland? * YES ~x~ NO__ S, D.E.C. PERMITS MAY BE REQUIRED. de survey, to scale, with accurate foundation plan and distances to property lines. vation at any point on property is at 10 feet or below, must provide topographical data on survey. ~F NEW YORK) SS: '(~ ~, -'['P~ ~T~ being duly sworn, deposes and says that (s)he is the applicant ne of individual si~ing c6ntract) above named, (Con,actor, Agent, C~omte Officer, ~c.) ~ner or owners, ~d is duly authorized to peffo~ or have peffo~ed the said work and to rake ~d file ~s application; ttements contained in this application are ~e to the best of Ms ~owledge ~d belief; and ~at the work will be in the m~er set fonh in the application filed therewith. )efore me this day of ~ 0k/ 20 0 (o 08/13/2007 MON 13:07 F.4I ~001/002 PETER W. HARRIS Sui~rint~ndent Highway Department Town of Southold 275 Peconic Lane · F'.O. Box 3,78 * Peconic, N,Y, 11958-03.78 Tel. (631) 765-3140 (631} 734-5211 Fax (631) 765-1750 To: From: Date: Re: Michael Verity Building Department mn-i, Superintend~t of Highwa~ August 13, 2007 Remi~ng Wall Doar M~obael: I am forwarding you a copy of the diagram s~nt by KEYSPAN mgar~ling an ~ opting permit for tl~ abandoning of a ga~ service to the residence at #380 1'~ Street m New Suffolk. My ~onc~m is the comment on the upper fight hand sid~ of the diagram, stating that someone has plans on installing concrete retaining walls out to the edge of pavement. You are well aware that property lies in thc Southold Town Right of Way, and th~t one has the right to eonsmgt any type of permanent su-uetmes on town owned propeay. 08-13-2007 12;18 SOUTHOLD BUILDING DEPT 16J17659502 PRGE1 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER FORM ER OWN ER ~ES. ~'~ S~S.' LAND IMP. NEW Farm Tillable Tillable Tillable 3 Wcodland Swampland NORMAL Acre STREET Brushland House Plot Total N FARM, TOTAL DATE qLDING B E LOW Value Per Acre ABOVE Value VILLAGE DISTRICT SUB. LOT /3- ACREAGE TYPE OF BUILDING CB. F MISC. M. Bldg. Extension Extension Extension Sreezewo~ (~oroge O.B. :oundation Basement Ext. Walls Ce~c~ ,_g~, ~Se ~_~ Fire Place ~ Porch Patio Porch Driveway Bath Floors Interior Finish Hec~t Attic Rooms 1st Floor Rooms 2nd Floor jw3DITIt T. TERItY TOWN CLERK OFFICE OF TIlE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the two (2) new forms to be used under the of the Code of the Town of Southold: Application" {FDP(93)], and "Certificate Special Flood Hazard Area [C/C(93)]. Town of Southold hereby adopts Flood Damage Prevent regulations "Floodplain Development Permit of Compliance for Oevelopment in TOWN OF SO~Lr~!OLD Southold Town Clerk August 25, 1993 APPLICATION .4' PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS (APPLICANT ~o read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any fabe statements are made herein_ 3. If revoked, all work must cease until permit b re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expise if no work is commenced within six month~ of issuance. 6. Applicant is hdt~by informed that other permits may be required to fulf, ll local, state and federal reg'ula[ory requh'ements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. (Ap p LI CAIxFPS SIGNATURE')"'~ v ~**,a'*'--/~~ ~ DATE SECTION 2: PROPOSED DEVELOPMENT ('To be completed bv APPLICAN-f] NAME ADDRESS TELEPHONE APPLICANT BUILDER ENGINEER To avoid delay in processing the application, please provide enouL3h information to easily identify the project · Ioe.~tlon. Provide the street address, lot number or legal description (attach) and, outside urban ureas, the distance to the nearest intersecting road or-aveR-known landmark. A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTUKAL DEVELOPMEbU' ACTIVTTY STRUCTURE TYPE [] New Structure [] Addition [] Alteration [] Relocation [] Demolition [] Replacement [] Residen6al (12. Family) [] Residential (More than 4 Family) [] Non-resident/al (Floodprool-mg? [] Yes) [] Combined Use (Residen6al & Commercial) [] Manufactured (Mobile) Home (In Manu- factured Home Park.'? [] Yes) ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT AUI IVITIES: [] Fill [] Mining [] Drilling ID Grading [] Excavation (Except for Structural Development Checked Above) · [] Watercourse Alteration (Including Dredging and Ch:xnnel Modifications Fl Drainage Improvements (Including Calvert Work) [] Road, Street or Bridge Construction [] Subdivision (New or Expansion) [21 Individual Water or Sewer System [] Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. ~ECTION 3: FLOODPLAIN DtS'I£RMINA. TION (To be completed bv LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: [] Is I',IOT located in a Special Flood Ha?ard Area 0qotify the applicant that the application re~,iew is complete and NO FLOODPLAIN DEVELOPMENT pERMrr IS REQUIRED). [] Is located ia a Spe. cial Flood H:,?ard Area. FIRM zone de. qlgnation is. 100-Year flood elevation at the site is: Ft. NGVD (MSL) [] Unavailable [] Thc proposed development is located in a floodway. FBFM Panel No. Dated [] See Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3 OF 4 SECTION ,1: ADDiTIONAL~INFOI:UvlATION REQUIRED (To be cr)mpleted bv LOCAL ADMINISTRATOR) The appl~cam must submit the documents checked below before the application c~n be processed: C]A site plan showing the location of all c:clsting structuyes, water bodies, adjacent roads, lot dimensions and proposed development. [] Development plans, draw~ to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation o£ lowest floor (haduding basement), types of water resi.st;mt materials used below the ru-st floor, details of floodproo£mg of utilities located below the first floor and details of enclosures below thc rust floor. ALso, [] Subdivision or other development pla.ms (If the subdivisioD or other development exceeds 50 lots or 5 am-es, whichever is the lesser, the applicant must provide 100-year flood elevations ~'*if they are not otherwise available). [] Plans showing the extent of watercourse relocation and/or landform alterations. [] Top of new Fall elevation Ft. NGVD (MSL). FioodproolYmg protection level (non-residential only) . Ft. NGVD (MSL). For floodproofcd structures, applicaut must attach certification from registered engineer or architect. Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in ~ increase ha the height of the 100-year flood. A copy of all data and calculations supporting this Finding must also be submitted. [] Other: ~;ECTION 5: PERMIT DE:I E. RMINATION (To be completed by LOCAL ADMINIc'"TRATOR} I have determined that the proposed activity:. A. 121 Is B. [] Is not in conformance with provisions of Local Law ~__, 19__ attached to and made part of this permit. . The permit is issued subject to the conditions SIGNED , DATE [f BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may r~evise and resubmit an application to the Local Administralor or may request a hearing from the Board of . Appeals. APPEALS: Appealed to Board of Appeals? [] Yes [] No Hearing date: Appeals Board Decision -- Approved? [] Yes Conditions [] No APPLICATION PAGE 4 OF ,~ SECTION 6: A.5-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued.} The following i.cd'ormation must be provided for project structures. This section must be completed by a registered professional engineer or a licensed la. nd smweyor (or attach a certification to this apptication). Complete 1 or 2 below. Actual (As-Built) Elevation of the top of the lowest floor, inducting basement (in Coastal Hieh Hazard Areas, bottom of lowest structural member of the lowest floor, exducling piling ~nd columns) is: FT. NGV'D (MSL). 2. Actual (As-Built) Elevation of floodproo£mg protection ks FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed bv LOCAL ADMINISTRATOR'} The LOCAL ADMINISTRATOR will complete this section ax applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES7 [3 YES i-I NO DATE BY DEFICIENCIES? [] YES [] NO DATE BY DEFICIENCIES? r-I YES [] NO ~;ECTION 8: CERTIFICATE OF COMPLIANCE(To be comoleted by LOCAL ADMINISTRATOR) Certificate of Compliance baued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LO~ATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING [] EXISTING BUILDING [] VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A~ OR B. BELOW: COMPLIANCE IS HEREBY LOCAL LAW # ,19 SIGNED: CERTIFIED WITH THE REQUIREMENTS OF DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW # , 19__, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: OF C/C(93) Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes No EXEMPTIONS: A. Does this project meet the minimum standards for classification as an Agricultural Project. Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS REQUIRING THE SUBMISSION OF A STORM-WATER~ GRADING, DRAINAGE & EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (A Check Mark (J) for each question is required for complete application) Yes No Will this project retain all Storm-Water Run-off generated on Site? (This will include all mn-off created by site cleating and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? 3. Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet or]ground surface or more? One hundred (100) feet of wetlands or a beach? 5. Will there be site preparation on slopes which exceed fifteen (15) feet of vertical rise to One hundred (100) feet of horizontal distance? 6. Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? Note: Will this application require the placement of material, removal of vegetation and/or the .construction of any item within the Town Right-of-Way or road shoulder area? (This item does not include the installation of driveway aprons.) Will there be site preparation within the one hundred (100) year floodplain of any watercourse? If any answer to questions ~)ne through eight is answered with a check mark in the Box, a Storm-water, Grading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. STATE OF NEW YORK,., . coumw ov ............... ss That I .......................... being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that He/She is the ..~O(~. ................................ ~, ...................................................................................................... (Owner, Contract~rx~;nt,~orporat e Officer, etc.) Owner and/or representative of the Owner or Owner's, and is ig'm'y"~uthorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belier; and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; ]>~..~......~:..~......7,...day~ff~/./..~..(..~. (/l 20 "- ............. .............. Notary Public: ~:-et..~.':.~....ltARBAR^.A_flflt~0. DDE8._v ............................. ttotary Publio, State ot new --wYO~ No. 4655805 Qualified in Sutfolk County , , ,~ Commission Expires April 14, ~ ~' NEW YORK STAT~ DEPARTMENI O? ENVIRONM~'N IA~ ~;U~.'.,=~./q~ U~ 'DEC PERMIT NUMBER 1-4738-00949/00026 FACILITY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTIVE DATE October 31, 2006 EXPIRATION DATE(S.) IOctober 31. 201t TYPE OF PERMIT · New G Renewal U Modification rq Perrni[ to Construct ~ Permit to Operate ~ Article 15, Title 5: Protection of Waters 3 Article 15, Title 15: Water Supply Q Article 15, Title 15: Water l'ransport E3 Articie 15, Title 15: Long Island Wells 63 Artic[e 15, Title 27: Wild, Scenic and Recreationat Rivers [] 6NYCRR 608: Water Quality Certitica- don :Z Article 17, Titles 7, 8: SPDES G Article !9: Air Pollution Control L3 Article 23, Title 27: Mined Lane Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wet,ands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management PERMIT ISSUED TO Belvedere Property Management, LLC ADDRESS OF PERMITTEE 1251 Avenue of the Americas 17~' floor, New York, New York 10020 [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosioo Management [] Article 36: Floodplain Management '_' Artictes 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control TELEPHONE NUMBER (212) 782-7078 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER JMO Environmental Consultincg, PO Box 447, Quo~ue, New York 11959 NAME AND ADDRESS OF PROJECT/FACILITY Belvedere Property Mana~iement Propert¥, First Street, New Suffolk, 11956 SCTM# 1000-117-8-1__.~.9 & 20 COUNTY I TOWN WATERCOdRSE I NYTM COORDINA'fES Suffolk I Southold Cutcho~lue Harbor I E: N: DESCRIPTION OF AUTHORIZED ACTIVITY: Construct septic system with retaining wall and place 30 cubic yards of clean fill on site. All work is to be done in accordance with the attached plans stamped NYSDEC approved on October 31. 2006. By acceptance of th~s permit, the pe[mittee agrees that the permit is contingent upon s[rict compliance w:th the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this ~ermit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS Mark Carrara Region I Headquarters SUN"( Bldg. #40, Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE ~./'~/' DATE October 31, 2006 Page 1 of 4 _ FINAL TITLE NO. -- -{-5.0 o..NE B3 32'05" °'~'~ 3.5'E N LOVE LA2t ACQUISITION coRP. +.,.~ 207.00' E t I I S 83'32'0.,5" W 89.00 + + +so NOTES: 1. LOT AREA = 21,406 SQ. FT. OR 0.4-9 ACRES. 2. ELEVATIONS REFER TO N.G.V. DATUM. 0 STONE: SANITARY LOCATION TIES SANITARY RIM BUILDING CORNER STRUCTURE A B 1 L.P. 8.07 28' 2 L.P. 7.83 21' 28' 3 L.P. 7.77 26' 23' 4- L.P. 8.00 32' 30' 5 L.P. 7.90 ,.33' 24' 6 L.P. 7.83 41° 26' 7A S.T. 8.96 30' 10' 7B S.T. 8.91 WALL ,r, '~' EDGE OF PAVEMENT -- OH -- OVERHEAD WIRES -- O GAS MAIN --w- WATER MAIN -- S -- SANITARY LINE [] x x-- CHAIN LINK FENCE o o-- FENCE OTHER + 7.51 DRAINAGE INLET SI GN UTILITY POLE STRUCTURE- SANITARY WATER VALVE GAS VALVE WATER METER SEWER VENT PIPE TOP/BOTTOM OF CURB SPOT ELEVATION  LOT -- BLOCK -- REVISIONS: ~u[ Barrett, Bonacci MAP OF: PROPERTY & Van Weele, P.C. SITUATED AT: NEW SUFFOLK, TOWN OF SOUTHOLD FILED:--- NO. CO. SUFFOLK CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 'FINAL SURVEY' TEL 6311435-1111 FAX 6311435-1022 ~.C.DJ-L~.# C10-OO-OOO1 www.bbvpc.com DR. A.V.R. CH.M.A.R. SCALE: 1" -- 30' DIST. 1000 SEC. 117 BLK. 8 LOT 19 DATE:MARCH 20, 2008 J UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEy IS A VlOI..ATION OF SECTION 7209 OF NEW YORK STATE EDUCA-- MAP SUR- AND EM- lAUD TRUE COPY. JOB NO. 960522A VIEW: FINAL TITLE NO.-- J t + AX Lot 18 LoVE LANT~ AcQUISITiON coRP. +.,.2 207.00' N ~.~'32'05" E TANK FUEL PUMP S 83'32'0~' 89.00 BOA T BASIN NOTES: 1. LOT AREA ---- 21,406 SQ. FT. OR 0.49 ACRES. 2. ELEVATIONS REFER TO N.G.V. DATUM. 3. BUILDING HEIGHT = 24.2' AS MEASURED FROM THE AVERAGE ELEVATION OF THE EXISTING NATURAL GRADE (:b4.3') ADJACENT TO BUILDING, BEFORE FILL, TO THe MEAN HEIGHT BETWEEN THE EAVES AND RIDGE. SANITARY LOCATION TIES SANITARY RIM 13UILDING CORNER STRUCTURE A 13 1 L.P. 8.07 28' 33' 2 L.P. 7.83 21' 2B' ,3 L.P. 7.77 26' 23' 4 L.P. a.oo 32' 30' 5L.P. 7.90 33' 24' 76A 'L;.F:'; 8.96 7.83 4-1' 26' · 30' 1 O' i 713 S.T. B. gl WALL EDGE OF PAVEMENT OVERHEAD WIRES GAS MAIN (~) WATER MAIN SANITARY LINE [] ELECTRIC LINE SUBMARINE CABLE CHAIN LINK FENCE FENCE OTHER CONCRETE + 7.51 HEDGE ROW DRAINAGE INLET SIGN UTILITY POLE STRUCTURE -- SANITARY WATER VALVE GAS VALVE WATER METER SEWER VENT P~PE TOP,BOTTOM OF CURB SPOT ELEVATION  LOT -- BLOCK -- REVISIONS: B arrett, Bonacd MaP 0f: PROPERTY ^~.~^~ u~.~.~ou.. U~U~ES 4/~,3/oa (AVR) & Van Weele, P.C. SITUATEDFiLED: --AT: NEW SUFFOLK.No. TO~ co.OF SOU~OLDsuFFOLK .o~ . ,/,*/, (.~ O~5 B.B,V. P.C CIVIL ENGINEERS/SURVEYORS/PLANNERS i75A Comm~c~ Dr*~,.~.p~e, NY ~]78~ 'FINAL SURVEY" TEL 631/435-1111 FAX 631/43~1022 ~C~.O.~ C~O~1 www.bbvpc.com DR. A.V.R.I CH, M.A.R. SCALE: 1" = 30' DIST. 1000 SEC. 117 ELK. 8 LOT 19 DATE:MAR~ 20, 2008 I CONSIDERED A VALID TRUE COPY, ~OPIES OF THIS SURVEY MAI= NOT BEARING THE LAN{) SUR- VEYOR'S SIGNATURE AND EM-- JOB NO. 9§0522A WATER LIN SUFFOL~ CO TO ~ Suffolk Cc Approval for Reference No. - 'i%cse ph~n~q h~ve bee HAR 0 5 2007,~ Approval Date TAX LOT ~50 LAND NOW OR FORMERLY HENRY VIGTORIA I I TAX LOT J1 LAND NOW OR FORMERLY OF-... GEORGE & LAURA MAUL EC?ION REQUIRED ' ' ~ ...... LANE O~-A ~TNI~NT TAX LOT 26 NOW OR FORMERLY OF OSEPH POLASHOCK "pOS o ZO:7, 4~ HOURS IN ADVAN~ nty Dep~ent of Health Se~s ~mt~on-O~er ~ S~gl~ ---:----= ........... ,___.__,.______----____ reviewed for generaI conlormmlcu v i attached peri/ condition8 ~d app fically waived by the Department. This he app~v~ da~, ~ess ~ ~newed. Reviewer "PARKING LOT" t accordazxce~z ~omocl of ' NAR ~0 3.52 TAX LOT 18 LAND NOW OR FORMERLY OF LOVE LANE ACQUISITION CORP. "BOAT YARD" N 2 89.00 4 2B ~ ~- -+"= 207.00' / I %0, I TES'r HC. -- ~ I0o \ \\x /\. m \ *'"_'t~,r 7E,.24, W ~'""~-~r t,ay r LAND NOW OR FORMERLY OF +o.o +~.~ ~'~ + ROBINS ISLAND ~.HOLDIN+G,= LLC + ,.~"BOA T +BASIN'' 1. LOT AREA = 21,407 SQ. F~ OR 0.49 ACRES, 2. ELEVA~ONS R[r~K TO N.G.~ DATUM. WALL ® WATER VALVE WATER METER -- OH OVERHEAD WIRES -- E ELECmlC LINE --x x-- CHAIN UNK FENCE w,o s Barrett, Bonacci SEPTIC TANK: 2 DAYS x 72 GPD -- 144 GAL REQ'D PROPOSED SEPTIC TANK CAPACITY -- 1.200 GAL. LEACHING POOLS: 72 GPD/1,5 GPD PER SF = 4~ SF REQ'D USE · -- B'W x S° V.F. EACH (MIN. SO0 BF LEACHING AREA PROVIDED) (NOTE: 50~g EXPANSION SIDEWALL AREA REQ'D ---- 72 SF <~ ~00 SF PRO~/DED) FIRE ~ETAf~ WALL ~ CEIL. WI 5/~" TYPE "X" OYf='. ED. / ~ / NEW E'-C~"x&'-~" BOILER EXIST_ ,'~ ~r-X ,ipb UTILIT~ ~M. I I I LEGEND: ¢I~__5T~_, _FLOOf~ PLAN ALE-~ 114" ; I-O" ACCESS PANEL NEW ¢"e IN0ULATED FLUE. PALLING EXISTIN~ CON$TP4JCTION NEW CONSTRUCTION NEW ~OOR DETECTOR - HAP WIPED TO 5EPAPATE BPEAK.ER, PROVIDE A5 PE~IPED TO MEET CODE CARBON DIOXIDE DETECTOR PF~O'VIDE A5 RE~UIPED TO MEET CODE ~,ENEf~,4L NOTE5 : 'vENT Dtk~R TO EXTERIO~ I¢. ' FLUE~ ~ J ~ h ~ .... ~ ~ ~ ~EXWAU~T FAN J ~ ~ MEET5 N~5 ~D~ FO~ ~ ~ a ~1 TONEN ~NTILATION EXIST. 3'-~" NIGH m ~LL II /LINE ~ CLO& ~ELOm m ~x ~A CILO0. ~ ~ / ~ ., LIVIN~~OOM ~ ~ E~55, LIGHTING ~ ~ ~ ~ ~ Exle% CEILI~= a,-2,, ~ ~NTILATION ~ I I - ALL WOAd<, TO CONFORM TO THE NEW STATE UNIFORM FIPE F:~.~VENTIDN COPE AND CONST~TION CODE, A~ ALL OTNE~ FEDE~L, STATE AND LOCAL ~UIL~IN~ DEPA~ENT ~ENCIEE. CONTPACTOR TO VERIb-T ALL DIMENSION0 BEFOPE COMP1ENCIN~ WO~ AND PEPORT ALL DIECPEpANCIE5 TO THE ARCHITECT ALL ELECTRICAL WORK. 5HALL CONFO~ TO Nt~U, NEC, AND LIPA PEI2UIPEMENTE. ALL WIRINg, BU55E5 ALL HEATING E~UIPMENT 5HALL MEET THE EFFICIENCY STANdArd, DS CODE E E¢2,2 a 4 b. THEf~FTOETAT5 5HALL MEET A MINIMUM PEQUlRED PANGE 4m PEG. - TEMPTE~ ~ I~ DE~. FA~NHEI~H% ZoNINd~ INFOf~MATION: ZONE; A-C ToWN OF 5OUTNOLP SECTION; 11~ LOT; 1~ ~EDF?,OO1M CALCULATION.%: ANDERSON LUDH2852 ~INDOUJ = 5.g,~ 5.F OLEA~ OPN~. TOTAL 'VENTILATION; ~EDROO~'15 = 13~ ~.F. x .4% ,4N~Ef~5ON W~H2E, D2 WIN~OUJ NOTE= EX~CTING 51TE PLAN DATA ~A.EED ON 5UR//E¥ PPEPAPED ~¥ BARtlETT, BONACCI 4~ VAN tUEELE, P.O. DATE[D MARCH '1, 2¢¢,~ N ~,3° 52' ~DS" E 42~' EXIST. SETBACK /EXI$1'. 2 ~TOR¥~//,J ' ~5" W No 5CAe. E= I = - F'" L N SCALE: I/4" = 1 -~'" ALL NEW WINDOW5 TO BE ANDERSON. ALL FINISHED WALL5 AND CEILING5 TO PECEIVF. I LAYER ~ ~/8" TYPE "X" ~WB - EXCEPT BATHf~OOME. TILED WALL5 ~ ~ATN~OOM TO ~CEI~ I ~YE~ ~ "DU~-~OCK" ALL OTNE~ ~AT~OO~ WALL8 ~ CEIL. TO R~CEI~ i LATE~ OF ALL EXTERIOR WALL5 T BE INSULATED WITH R-15 FIBE~AL55 INSULATION CEILIN~5 TO BE INSULATED WITH R-30 FIBE~AL55 INOULATION FLOOR5 TO BE INE~JLATED WITH R-19 FIBE~ALES INSULATION F I I "~/~' I ~'1 I" */*' ~ I I I TOiL. avI "4' VTR CO, ( PLtJM ING f IEE PlAtFOrM L-IM~- OP 5ULD1MG CONNECT TO APPROVED S~PTIC HUN~ 5INK. ~PEENWICN ~4<5031 NEW LAX,'_ PL UMRER CERTIFIc/3 Q'¢ LE~lr; CONTENT /; CER AF~CA TE OF 06'0 SOLDER USED IN SUPPLy SYSTEM CX,*,/VL*T ~OD~L ~$T-7445 EXCEED ~IO*OF 1% LEAD. 5~T CLOSE SEAT ~5114 PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING COMPLY CERTIFICATION OF NEW YORK S NAILING & CONNECTIONS AS REQUi ~:D AND CONDITIOK REQUfRED, SOUTHOLDT0WN Zgk PLAN OF L,AYATOR'r' SCALE: 1/2" = 1'-O" ~.t L CONSTRUCTI01, f'.: HiE REQUIREMEN FS JDSS DF NEW YORK STATE, __ < N,Y,S. DE0 o FLOOD ZOI COMPLY WITH C FLOOD DAMAGE PREVENTIO~ USE i" ' o 0F OCCUPANCY ]~.EVISE]) 05K)2-07 BU]LDLNg DEl ARTMI~NT z~X P~EVISED lb14-06 ISSUED FOR BUILDING PERMIT ~ RONALD KUOPPALA, A,I A. A R C H I T E C T 48 McKinley Street Massapequa Park, NY 11762 Tel 516-797-8317 Fax 516-797-83 [7 ;OF RE S II) E 1%1 CE New Yc~k I)raw~ng T~de' FLOOf~ PLAN~, PLOT PLAN ZONING. NOTE~ Date 12 NOVEMBER 20¢& A1 WINDOWS, ~'ATCH SHIN-~LES AS ~QBIF~ED, T~IM TO MATCH EXIST_ PATCH ROOF lb OX. LEAD COATED COPPER STANDIN~ SEAM ROOF :p FROM BEHIND EXISTING: GABLE 'VENT, WITH lb OZ. LEAD COATED COPPEI~. t.O. EXIST. 2ND FLOOR PLATE~i~_ TO MATCH EXISt. FLASH HEAD WI lb 0~ LEAD COATED COPPER SBE~-FLOOR A REVISED 05-02-07 BUiLDiNG DEPARTMENT REVISED i1-t4 06 //~ ISSUED FOR BUff,DING ['EP, M]T ~ RONALD KUOPPALA, A.I.A. A R C H I T E C T 48 McKinley Street Massapequa Park, NY [ 1762 Tel 516-797-8317 Fax 516-797-8317 RESIDENCE N/E Comer of 1~[r st & Jackson Streets New Suffolk New York LE ATION A2 oo KITCHEN 1- I¥]N~ f~OOM BEDROOM \ / NI: FLOOR LI NTIN ~OALE; 1/4" -- ~-~" LEGEND DLIPLEX P. ECEPTACLE MOl. INTEl:> 12" /~J=.F- DUPLEX DEDICATED f~ECEPT. SPLIt DWPLEX ~CE~ACLE ~O~NTED 12" D~PLEX ~GEPT~LE D/ ~OUND DUPLEX ~CEPT~LE - DATE~P~O~ THE~O~TAT CABLE ~LEVI$1~ OUTLET TELEPHONE JACK, SU~lX DENOTES F~, MT~ HEIGHTS, EOT. CEILIN~ FAN LEN~ BT NATIONAL O~ APP~O~D E~L DALL HTD. ~TAL H~IDE ~RITT LIGHT, 5~PPLIED ~T CONT~CTO~ NDTONE QT-I~ EXHAdST FAN ~/LIGHT ~NTED TO VENT FAN DITH ~ALV_ PIPE - INSDLATED BUILDING DEPAI~TMENT //~ i{EVISED 11-]4-06 ISSUED FOR BUILDING 1 Er~dT ~ RONALD KUOPPALA, A I A 48 McKinley Street Massapcqua Park, NY I 1762 Tel 516-797-8317 Fax 516-797-8317 RESIDENCE NIB Comer of First & Jackson Stleets New Suffolk New York Drawmg T¢le: POUJER AND LIOHTIN~ PLAN~ 1 CROSS O// O 2' DIA. TAPPING (SIGHT GAUGE) o/ O O PLAN VIEW TOP OF EMER. VENT /7077 .............. OSHA APPROVED NON SLIP STNR TREADS WITH HANDP~JL (SEE pLAN VIEW FOR TAPPING LOCATIONS) (TAPPINGS ON ELEV PLACED FOR CLARII~ ONLY) SIDE ELEVATION 1 2 2000 GAl ,. GASOI,INE VENT CAP __ 2" DIA SCH 40 GALV. VENT PiPE EMERGENCY VENT CAP 2 , NORMAL VENT (TYP) IT IS HE RESPONSIBILITY OF ~HE CONTACTOR TO RE~IEW ALL DRA~INCS AND SPEQFIOAflONS ASSORIAIED ~TH THIS PROJECT WORKSCOPE PRIOR FO THE INlflAflOfl OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT ~TH 1HE DOCUMENTS RELA]IV[ TO 1HE SPECIRCAflOflS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBIUTY TO NOtiFY 1HE PROJECT ENGNEER Or RECORD IN ~ITING, PRIOR TO THE START O~ CONSTRUCflOfl. FALURE BY THE CONIRACTOR TO NO,FY 1HE PROJECT ENQNEER SHALL CONStiTUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRA~NOS AND IN FULL CONFORMANCE ~1H LOCAL REOULM/ONS AND CODES. 6" DIA. SCH 40 GALV. J v E% % OEN :3 EMERGENCY VENT BOLLARD SEAL 2 SCDHS COMMENTS 12/21/05 WL WL 1 SCDHS COMMENTS 8/5/02 WL WL NO. REVISION DATE DRWN APPR 2' DIA. TAPPING FOR HIGH LL~/EL ALARM PROBE T RUN CONDUIT/WIRING TO ALARM CONTROL PANEL 2' DIA. TAPPING (SPARE TO BE PLUGGED) SCDHS SPILL BOX BY TANK MANU. WITH OVERFILL TAPPING & NIPPLE TO SEC. CONT. TANK 6" DIA TAPPING FOR EMERGENCY VENT 4" DIA. OALV. STEEL FILL RISER WITH CLAY & BAILE ¢ FILL LIMITING DEVICE 4" DIA. TAPPING WITHIN 18" SQ. COVERED BOX WELLtED TO TANK BY TANK MANU INSTALL SUBMERSIBLE PUMP WITHIN BOX. DIA. VENT TANK AND APPURTENANCES MUST BE GROUNDED IN ACCOBDANCE WITH THE N.E.C. TANK TO BE BOLTED DOWN TO 7' X 22' X 2' THICK REIt`' CONCRETE SLAB TO PROVIDE SAFETY FACTOR OF 1,5 AGAINST BUOYA !CY. TANK 5lB "CROWN 5 CONCRETE FILLED 2' DIA I STEEL PIPE PAINTED W/(2) ,ClNISH COATB OF SAPEPF J YELLOW ENAMEL GRADE FOOTING 2 3 4 5 6 7 9 LAHTI SCOPE OF WORK INSTALL (1) 2.000 GALLON ABOVEGROUNO, DOUBLE WALLEC OUTDOOR TANK FOR THE STORAGE OF GASOLINE INSTALL ASSOCIATED PIPING AND APPURTENANCES. GENERAL NOTES ALL WORK TO BE IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATB~ COUNTY, AND LOCAL CODES ALL WORK TO BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL FIRE PREVENTION ASSOCIATION REQUIREMENTS ALL WORK TO BE IN STRICT CONFORMANCE WITH APPLICABLE NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS, PARTICULARLY WITH REGARD TO HAZARDOUS AREAS AND GROUNDING REQUIREMENTS ALL MATERIALS AND WORKMANSHIP TO MEET OR EXCEED APPLICABLE MANUFACTURER'S WRITTEN RECOMMENDATIONS. INSTALLER SHALL FURNISH, TO THE OWNER, WRITrEN APPROVAL OF COMPLETED INSTALLATION PROM ALL GOVERNING AGENCIES. ELECTRICAL AND PIPING CONFIGURATIONS ARE SCHEMATIC ONLY ALL EQUIPMENT WITHIN HAZARDOUS CLASSIFIED AREAS IS TO BE U g OR PACTORY MUTUAL LISTED FOR USE IN THE INTENDED AREA. NO PRODUCT IS TO BE INTRODUCED INTO THE STORAGE TANK UNTIL ALL PERMITS TO OPERATE THE TANK HAVE BEEN SECURED CONTRACTOR SHALL NOTIFY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND LOCAL AGENCIES HAVING JURISDICTION A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF WORK UPON COMPLETION OF CONSTRUCTION~ ALL DISTURBED AREAS ARE TO BE REPLACED AND/OR REPAIRED TO, AS CLOSELY AS POSSIBLE, MATCH THEIR ORIGINAL CONDITION. ALL UNUSED TAPPINGS. IF ANY, ON TANK ARE TO BE PLUGGED USING AN APPROPRIATE BLACK STEEL NPT FITTING FILL PIPE IS TO BE COLOR CODED IN ACCORDANCE WITH APl STANDARDS TANK IS TO BE LABELED WITH MINIMUM 4 INCH HIGH BLOCK LETTERS STATING CONTENTS DP TANK. THE FACILITY OWNER SHALL BE RESPONSIBLE FOR PERIODICALLY CHECKING CONTAINMENT DIKE TO ENSURE IT IS LIQUID FREE. THE FACILITY OWNER SHALL BE RESPONSIBLE FOR PERIODICALLY CHECKING ALL VENTS, EQUIPMENT, ETC. TO ENSURE THEY ARE IN PROPER WORKING ORDER. ALL NEBAR TO BE DEFORMED BARS. ALL CONCRETE AND REINPORCEMENT TO BE IN ACCORDANCE WITH THE LATEST VERSION OF AC1318 CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF 3.500 PSI AT 28 DAYS AND AIR ENTRAINMENT (8%) ON-SITE TEST PROCEDURES PRIMARY AND SECONDARY CONTAINMENT TANK SHALL BE TESTED BY PRESSURIZING WITH COMPRESSED AIR TO MAXIMUM 5 PSI AND 3 PSI RESPECTIVELY AND OBSERVING PRESSURE GAUGE FOR A MINIMUM OF THIRTY MINUTES APPLY A SOAPY WATER SOLUTION TO EXTERIOR OF TANK WHILE IT IS PRESSURIZED LOSS OF PRESSURE OR BUBBLING OF SOAP MAY BE INDICATIVE OF A LEAK AND WARRANTS FURTHER INVESTIGATION PRIMARY AND SECONDARY CONTAINMENT PIPING SHALL BE TESTED EY PRESSURIZING WITH COMPRESSED AIR TO MAXIMUM E0 PSi AND 5 PSI RESPECTIVELY AND OBSERVING PRESSURE G ~UGE FOR A MINIMUM OF THIRTY MINUTES APPLY A SOAPY WATER SOLUTION TO EXTERIOR OF P~dlNG WHILE IT 18 PRESSURIZED LOSS DE PRESSURE OR BUBBLING OF SOAP MAY BE INDICATIVE 0~ A LEAK AND WARRANTS FURTHER INVESTIGATION. IF THE ABOVE TESTING METHODS CONPL/CT WITH CURRENT MANUFACTURER RECOMMENDATIONS, TliFH CONSULT SCDHS INSPECTOR FOR RESOLUTION DO NOT EXCEED MANUFACTURER'S MATERIAL SPECIFICATIONS T~ NI~- TO BE DOUBLE WALLED, UL 142 AND 2085 APPROVED LUBE CURE TANK AS MANUFACTURED BY CONTAINMENT SOLUTIONS, lNG LOCATED IN SAVERNA PARK, MD TANK MUST BE EQUIPPED WITH SKID TYPE FEET AND SUFFOLK COUNTY REQUIRED FILL BOX AND SUBMERSIBLE PUMP CONTAINMENT BOX VENT CAP- EMERGENCY VENT SHALL BE MODEL 202 AND THE NORMAL ~/ENT CAP SHALL BE MODEL 523. BOTH AS MANUFACTURED BY OPW FUELING COMPONENTS LOCATED IN CINCINNATI, OHIO PR APPROVED EQUAL HIGH LEVEL/LEAK DETECTION ALARM SYSTEM- SHALL BE MODEL ELP21 L1 PO2 AS MANUFACTURED BY OMNTECIELECTROLEVELS, INC. LOCATED IN RONKONKOMA, NEW YORK OVERFILL PREVENTION DEVICE- TO BE AB MANUFACTURED BY CLAY & BAILEY 2 3 7 11, TANK NOTES INSTALL NEW 7' X 22' X Z THICK REINFORCED CONCRETE SLAB TO SERVE AS BASE FOR TANK SUB-BASE FOR SLAB MUST BE LEVEL AND THOROUGHLY COMPACTED TO A MINIMUM STANDARD PROCTOR DENSITY OF 95 PERCENT SLAB HAS BEEN CESIGNED SO AS TO PROVIDE A SAFETY FACTOR OF I 5 AGAINST BUOYANCY FORCES. SLAB IS TO BE REINFORCED WITH A MIN. OF (2) L~YERS OF #~ REBAR PLACED A MAXIMUM OF SIX INCHES ON CENTER IN BOTH HORIZONTAL DIRECTIONS OF THE SLAB. A CLEARANCE OF THREE INCHES SHALL BE MAINTAINED BEI~/VEE N THE BOTTOM LAYER OF BAR AND THE BOTTOM SURFACE OF THE SLAB A CLEARANCE OF TWO INCHES SHALL BE MAINTAINED BETWEEN THE TOP LAYER OF BAR AND THE TOP OF THE SLAB. INSTALL NEW 2,(X~ GALLON DOUBLE WALLED TANK UNIT ATOP CONCRETE SLAB. TANK ASSEMBLY SHALL HAVE SECONDARY CONTAINMENT TANK TO PROVIDE 110% CONTAINMENT OF THE PRIMARY TANK. TANK UNIT IS TO BE RIGIDLY MOUNTED TO SLAB THE TANK SKID TYPE FEET SHALL BE UTILIZED TO ANCHOR THE TANK TO THE SLAB. THE TANK FEET SHALL BE SUPPLIED WITH DRILLED HOLES TO ACCOMMODATE ANCHOR BOLTS CONTRACTOR SHALL DRILL A HOLE INTO THE CONCRETE AND INSTALL AN EXPANSION TYPE ANCHOR BOLT. A MINIMUM OF SIX ANCHOR BOLTS ARE TO BE USED FOR THE 2.000 GALLON TANK EACH ANCHOR BOLT MUST BE CAPABLE OF WITHSTANDING A MIN OF 4,500 POUNDS OF PULLOUT FORCE BEFORE IT OR THE CONCRETE FAILS ALL ABOVEGROUND PRIMARY PIPE AND FITTINGS ARE TO RE SCHEDULE 40 GALVANIZED STEEL ALL ABOVEGROUNO SECONDARY CONTAINMENT PIPE TO BE FIBERGLASS REINFORCED PLASTIC INSTALL 4" DIAMETER FILL RISER iN TANK TAPPING LOCATED WITHIN SUFFOLK COUNTY PILL BOX FILL RISER TO BE EQUIPPED WITH LIQUID TIGHT FILL COUPLER AND A FILL LIMITING DEVICE THE FILL LIMITING DEVICE MUST AUTOMATICALLY SHUT OFF THE FLOW OF PRODUCT INTO THE TANK WHEN A MAXIMUM OF NINETY PERCENT OF THE TANK VOLUME IS FILLED. A WARNING MUST BE POSTED ON THE TANK NEAR THE FILL PORT WARNING THE DELIVERY VEHICLE DRIVER THAT USE OF A LOOSE FILL NOZZLE WILL CAUSE SPILLAGE OF PRODUCT WHEN THE FILL LIMITING DEVICE IS ACTIVATED. INSTALL AN ELECTRONIC HIGH LEVEL ALARM PROBE WITHIN THE PRIMARY TANK. RUN ALL REQUIRED WIRING AND CONDUIT TO ELECTRONIC CONTROL PANEL SO AS TO MAKE SYSTEM OPERATIONAL. ALARM SYSTEM MUST PROVIDE AUDIBLE AND VISUAL WARNING OF IMPENDING OVERFILL TO THE DELIVERY VEHICLE OPERATOR MOUNT ANNUNCIATOR NEAR FILL PORT OF TANK SET PROBE TO ACTIVATE ALARM WHEN A MAXIMUM OF 90% OF THE TANK VOLUME IS FILLED INSTALL 2" DIAMETER VENT RISER ON PRIMARY TANK VENT RISER MUST TERMINATE A MINIMUM OF TWELVE FEET ABOVE GRADE AND EIGHT FEET BIX INCHES ABOVE TOP OF TANK. INSTALL PRESSURE/VACUUM TYPE VENT CAP ON TOP OF RISER. INSTALL TANK FLOAT LEVEL GAUGE FOR PRIMARY TANK INSTALL 2" DIAMETER NORMAL VENT FOR SECONDARY CONTAINMENT TANK VENT TO BE A MINIMUM OF EIGHTEEN INCHES ABOVE THE TOP OF THE TANK AND BE FINISH ED WITH AN OPEN STYLE VENT CAP TO MINIMIZE RAINWATER INTRUSION INSTALL EMERGENCY VENT IN BOTH THE PRIMARY AND SECONDARY TANKS EMERGENCY VENTS TO BE SIZED IN ACCORDANCE WITH UL 142 AND NFPA 30 REQUIREMENTS. EMERGENCY VENTS MUST OPEN WHEN A MAXIMUM OF 8 OUNCES OF PRESSURE BUILDS UP WITHIN THE TANKS EMERGENCY VENTS TO BE SIX INCHES IN DIAMETER. EMERGENCY VENT FOR PRIMARY TANK MUST BE CONTAINED WITHIN THE FILL SPILL BOX SO THAT WS OVERFLOW I$ REDIRECTED SACK INTO THE SECONDARY CONTAINMENT TANK IN ACCORDANCE WITH SCDHS REQUIREMENTS. INSTALL LIQUlDTIGHT POLYETHYLENE SUMP AND STEEL FRAME FOR DISPENSER SUMP IS TO BE LIQUID TIGHT SUMP/FRAME SHALL BE MOUNTED WITHIN A REIN CONCRETE DISPENSER ISLAND A SINGLE HOSE DISPENSER SHALL BE USED DISPENSER SHALL BE MOUNTED TO ISLAND. SUPPLY TWO ELECTRICAL CONDUIT CONNECTORS THROUGH THE UPPER PORTION OF THE SUMP WALL iNSTALL ALL ASSOCIATED PIPING, EQUIPMENT, AND WIRING TO MAKE DISPENSER OPERATIONAL INSTALL SUBMERSIBLE PUMP WITHIN LIQUID TIGHT CONTAINMENT BOX ON TOP OF TANK INSTALL ALL ASSOCIATED CONTROLS, WIRING, CONDUIT, ETC. INSTALL 2" DIAMETER GALVANIZED STEEL PIPE WITHIN 3" DIAMETER FIBERGLASS SECONDARY CONTAINMENT PIPE FROM THE SUBMERSIBLE PUMP ON TOP OF THE TANK TO THE TRANSITION BETWEEN THE ABOVEGROUNO AND UNDERGROUND PIPING INSTALL DOUBLE WALLED "ENVIROFLEX" PIPING UNDERGROUND FROM ABOVEGROUND TRANSITION TO DISPENSER SUMP PIPE IS TO BE PITCHED TOWARDS DISPENSER SUMP TO PROVIDE LEAK DETECTION. TERMINATE SECONDARY CONTAINMENT PIPING AT PUMP BOX ON TOP OF TANI~ INSTALL ELECTRONIC LEAK DETECTION PROBE WITHIN DISPENSER SUMP TO PROVIDE LEAK DETECTION. RUN ALL NECESSARY WIRING AND CONDUIT TO ALARM ANNUNCIATOR PANEL AND DISPENSER CONTROL SYSTEM "NO SMOKING/STOP ENGINE" SIGNS ARE TO BE CONSPICUOUSLY POSTED AND CLEARLY VISIBLE IN THE DISPENSING AREA, F ,,~FOIJ~' r?, I~l~/DEPARTMENT OF HEALTH 8ERVIC~8 E ,.,~., ('~F Ei,,V 4.0klMEN TAL ENGINE~ .* ';OVAL'rO OO,.,S'mUOT SODHS dOa ,0. } pla s and specifications have been reviewed s ' ~nd 1o be in compliance with SuffMk County ~?~,~;.~y O'2~r~ requir3mants b sed upon subJ'r~=ABd by ih9 applicant. TMs agprow l to Expka[10n D [e ABB PUBLIC HEALTH ENGINEER JAN 3 0 200 d UNDERGROUND PIPING- TO BE "ENVIROFLEX" DOUBLE WALL SYSTEM AS MANUFACTURED BY TOTAL '---~ ROVAL DATE CONTAINMENT. INC LOCATED IN EXTON, PA. ABOVEGROUND SECONDARY CONTAINMENT PIPE- TO BE TYPE 3Oa0/L AS MANUFACTURED BY AMERON OR APPROVED EQUAL DISPENSER SUMP- TO BE AS MANUFACTURED BY TOTAL CONTAINMENT MODEL TO BE "DPFS" SERIES W~TH RAiN L/P EEACT MODEL NUMBER PREDICATED BY DISPENSER MANUFACTURER TANK FLOAT GAUGE- TO BE "GOLDEN GALLON GAUGE" AS MANUFACTURED BY SCULLY~ THREADED TRANSITION COUPLING GRADE REVIEW ENGINEER DOUBLE WALLED "ENVIROFLEX' PIPE A/G-U/G PIPE TRANSITION MIN, 4" CONG. OR PAVEMENT SURFACE UNDIST. OR CONTROLLED FILL DOUBLE WALL PRODUCT PIPING * TRENCH TO HAVE MIN. 6" CLEARANCE BEWEEN PIPE AND SIDE WALLS OF TRENCH ENGINEERING & ENVIRONMENTAL CONSULTING, P.C. 207 i-ALLOCK ROAD, SUITE 212 STONY BROOK, NY 11790 (631) 751-6455 DISPENSER DETAIL DIST 1000 PROJECT: SECT 117 BLK 8 FUEL TANK INSTALLATION LOT 19 JOB NO. DATE ~CALE DRAWING NO. SHEET REV 02-025 5/6/02 AS NOTEB 2 2 SITE: c/o TOP SOIL PIPE TRENCH DETAIL ROBINS ISLAND HOLDINGS LLC BELVEDERE PROPERTY MANAGEMENT, FIRST ST. & JACKSON ST. NEW SUFFOLK, NY LLC KEY PLAN N.T.S. © © G E / 0 (NO TAX LOT 18 "I OA T YARD" WELLS / POOLS WITHIN A/G TO U/G PiPE TRANSITION PORTION Of' PIPE TO BE I I/2' GAL V. STEEL FRP SEC cONT. PIP£ SUPPORT FROM CONC. SLAB. PROPOSED 2000 GAL., O,/)! ,Al,? ~,A~SOLINE STORAGE ........ REBAR TANK MOUN1ED ON 7 X ?? X 2 ~ICK C~C S~B R~IN. ~/ ~. PLA~ ~' ~ (KEEP ~ O~AR ~0 BO~ AND ~DES OF ~) SOREEN TANK ~ ~8) ~NIPERUS SOOPULORU~ ~K~O~KE~ ~ ~ HI~ SE[ SLAB AT EL 8.0~ TANK ~ BE SET ~ ~ ~0~ PROP. UNE AND ~ ~ ~ B~ IN ACC~DANCE ~ N~A~ TANK ~ BE E~UIPPED ~ S~DHS REQD PU~P AND ~ ~ BOXE~ G 28' x 68 GARAGE/STORAGE AREA G.F. = 8.0 TOPSOIL & SEED TANK HI LEVEL/LEAK ALARM CONTROL PANEL MOUNll--D ON BLDG AT 6 F~. A.G. TAX LOT 1 g PROTECTIVE BOU-ARD EX/STING ~_~ ~ TRANSFORMER ~ ' ~ TO REMAIN ?PE A~~ EXIS~ Ft VCE so') FOR ~ RIM = 7.20 /NV = 4.95 \ PROPOSED DOUBLE WALLED 'EN~ROFLEX' PIPING FROM TANK TO DISPENSER. MIN. BURIAL DEPTH TO BE 20' PER MANU. SPECS, PITCH TO SUMP AT D/SPENSER. ~ ~ ~5 W N 10 - 55; 24"~ PERFORATED CORRUGA TED POLYETHYLENE PIPES FOR STORM DRAINAGE TIDAL WETLANDS DEL#VEA TED BY U.M.O. CONSULTANTS DECEMBER il, 1999 2_07.00 : ?ER CAPE AMERICAA BEACH GRASS ~ CA TCH BASIN RIM = 7.20 /NV = 4.40 89.00 052'05 EXISTING /-OWN BOA T RAMP BOUNDARY OF GRAVEL / - ~ PARKING AREA ~__ 7.~ CAPE AMERICAN BEACH GRASS 5-,-'":¢*.'"'. '5 X FENCE A 70P BULKHEAD W AF'PF;OW;L-FC OOHSTRUO¥ SCDH~ Thes,~ [,-I,''~,~ siod specd~catuns h~.ve end ' '" ' '~' '¢" e wkh subm~ed by tls appllcs, nt. Th~s ex¢~es Expiration Date JAN 3 0 20D4 _ APPROVAL DAT~ ~eviewed County to constm~ k. C HAFR -- PROPOSED SINGLE HOSE D/SPENSER MOUNTED ON CONCRETE /STAND ~dTH CONTAINMENT SUMP. O~ER TO PRO.DE LADDER ON BULKHEAD TO PERMIT PERSONNEL TO ACCESS BOA TS IN WA TER DISPENSING TO BE CONTROLLED AND PERFORMED BY FAC/UTY OWNER'S PERSONNEL ONLY. IT IS ]HE RESPONSIBILI~ OF THE CONTACTOR TO REV1EW ALL DRA~INOS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INII1AIION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICARONS OR APPLICABLE CODES. IT IS THE CONTRACTOR'S RESPONSIB LI~ TO NOllFY THE PROdECT ENGINEER OF RE¢~O_R_D~ IN ~lllNO. PRIOR TO THE START OF CONSTRUCIloN, FALURE BY THE CONTRAc/L~ TO NOTIFY THE PROJECT ENGINEER SHALL CONS]HUIE ACCEPTANCE OF FULL RESPONSIBIUTY ElY THE CONTRACTOR TO COMPLEIE THE SCOPE OF WORK AS DEFINED BY THE DRA~INGS AND IN FULL CONFORMANCE ~ITH LOCAL REGULATIONS AND CODES. SCDHS ,..O~MENTS SCDHS COIdMENTS REVISION 12/21/05 8/5/02 DATE SEAL LAHTI ENGINEERING & ENVIRONMENTAL DiST 1000 PROdECT: SECT 117 FUEL TANK INSTqLLATION ROBINS ISLAND HOLDINGS LLC CONSULTING,P.C BLK 8 c/o BELVEDERE PROPERTY MANAGEMENT, LLC · LOT Tg FIRST ST. &: JACKSON ST. 207 HALLOCK ROAD, SUITE 212 STONY BROOK, NY 11790 JOB NO. DATE DR,~WING NO. SHEET NEW SUFFOLK,NY (651) 751 6455 02-025 5/6/02 1"= lO'-O" I OF 2