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Home My WebLink AboutBrewer Yacht Yard (3) James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town HallAnnex 54375M~nRoad P.O. Box 1179 Southold, New York 11971-0959 Telephone(631) 765~1892 Fax(631) 765-6641 December 12, 2009 BOARD OFTOWNTRUSTEES TOWN OFSOUTHOLD Mr. Chds Tartaglia High Point Engineering 410 Jericho Turnpike, Suite 105 Jedcho, NY 11753 RE: Brewer Yacht Yard at Greenport 1410 Manhasset Ave., Greenport SCTM#1001-3-1-1 Dear Mr. Tartaglia: The above-referenced project was found to be outside of the jurisdiction of the Southold Town Board of Trustees, due to the location within the Village of Greenport, and a letter of non-jurisdiction was mailed to you on November 18, 2009. Enclosed is a refund check in the amount of $200.00 which represents the application fee received in the amount of $250.00, subtracting the $50.00 inspection fee. Please feel free to contact our office if you have any questions. Very truly yours, Lauren M. Standish, Secretarial Assistant Board of Trustees Enc. TOWN OF SOUTHOLD BOARD OF TOWN TRUSTEES P.O. BOX 1179 SOUTHOLD, NY 11971 1028 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 18, 2009 Mr. Chris Tartaglia High Point Engineering 410 Jedcho Turnpike, Suite 105 Jericho, NY 11753 RE: BREWER YACHT YARD AT GREENPORT 1410 MANHASSET AVENUE, GREENPORT SCTM# 1001-3-1-1 & 1000-36-1-1 Dear Mr. Tartaglia: The Southold Town Board of Trustees reviewed the site plan prepared by High Point Engineering, last dated October 20, 2009, and received on October 22, 2009, and determined that the removal of (1) gasoline dispenser, installation of (1) 5,000 gallon double wall steel UL~2085 fire rated A.S.T. with associated piping and relocate three (3) gasoline dispensers behind the existing wood bulkhead is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111 ) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, amies F. King~, P e~ident Board of Trustees JFK:eac James Eckcrt, Chairman Lauren Standish, Secretary Town Hall, 53095 Main Rd. P.O. Box I 179 Southold, NY 11971 Telephone (63 I) 765-1892 Fax (63 I) 765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Thurs., November 12, 2009, the following recommendation was made: Moved by Doug Hardy, seconded by Peter Young, it was RESOLVED to SUPPORT the Wetland Permit application of BREWER YACHT YARD AT GREENPORT to remove (1) gasoline dispenser, install (1) 5,000 gallon double wall steel UL#2085 fire rated A.S.T. with associated piping and relocate three (3) gasoline dispensers behind the existing wood bulkhead. Located: 1410 Manhasset Ave., Greenport. SCTM#1001-3-1-1 & 1000-36-1-1 Inspected by: Doug Hardy, Peter Young Vote of Council: Ayes: All Motion Carded James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr P.O. Box 1179 Southold, NY 11971 Telephone (631 ) 765-1892 Fax (631 ) 765-6641 Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: t[ L BREWER YACHT YARD AT GREENPORT requests a Wetland Permit to remove (1) gasoline dispenser, install (1) 5,000 gallon double wall steel UL#2085 fire rated A.S.T. with associated piping and relocate three (3) gasoline dispensers behind the existing wood bulkhead. Located: 1410 Manhasset Ave., Greenport. SCTM#1001-3-1-1 & 1000-43-3-2 Type~rea to be impacted: ~S'altwater Wetland Freshwater Wetland Sound Bay Distanc~e of proposed work to edge of wetland Part,pfTown Code proposed work falls under:- ~hapt.275 Chapt. 111 other Type of Application: ¢/~/etland __Coastal Erosion __Administrative__Emergency Pre-Submission __ ~Amendment Violation Info needed: Modifications: ," Conditions: '~ ~,- ~:':,t ~" ~;~: Present Were: __O.King __ __ __ D. Dzenkowski other Form filled out in the field by ; D. Bergen ~.Ghosio, Mailed/Faxed to: Date: 11,12,2008 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM / To: Jim King, President / Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: November 17, 2009 Re: Proposed Wetland Permit for BREWER YACHT YARD AT GREENPORT SCTM#1000-43.-3-2 High Point Engineering on behalf of BREWER YACHT YARD AT GREENPORT requests a Wetland Permit to remove (1) gasoline dispenser, install (1) 5,000 gallon double wall steel UL#2085 fire rated A.S.T. with associated piping and relocate three (3) gasoline dispensers behind the existing wood bulkhead. Located: 1410 Manhasset Ave., Greenport. SCTM#1000-43.-3-2 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Albert J. Krupski, President James King, Vice-President Artie Foster Ken Poliwoda Peggy A. Dickerson Town HaH 53095 Route 25 P.O. Box 1179 Southold, i~ew York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only __t~eastal Erosion Permit Application rio. nd Permit Application Adm/nistrativc Perm/t ~Amendmentfrrans fer/Extension ~K~ceived Application: ~'~.eceived Fee $ -~6mpleted Application __Incomplete __SEQRA Classification: Type I Type H Unlisted __Coordinafion:(date sent) ....L'W'RP Consistency Assessment Form I 0 ~C Referral Sent: I ~3-q _,.~¢ate of Inspection: IllCl Receipt of CAC Report: Lead Agency Determination: __Technical Review: .~.P. ublic Hearing Held: ! { { { ~ __Resolution: Name of Applicant Brewer Yacht Yard @ Greenport Address 1410 Manhasset Avenue, Greenport, Town of Southold, NY 11944 Phone Number: 631-477-0828 Suffolk County Tax Map Number: 1001-3-1-1 Property Location: 1410 ManhassetAvenue, Greenport, NY 11944 +/- 1525' south of North Road (Route 25) on the west side of Manhasset Avenue. _(.p_rqyide I.,ILCDPQle_ g,_distance, to cross streets, and location) AGENT: Chds/artaglia, High Point Engineering (If applicable) Address: 410 Jericho Turnpike, Suite 105, Jericho, NY 11753 ~ard of Trustees Applicat Land Area (in square feet):. Area Zoning: Mil (Marine II) GENERAL DATA 241,923 Marina Previous use of property: Intended use of property: Marina Prior permits/approvals for site improvements: Agency Date g' No prior permits/approvals for site improvements. Has any perm/t/approval ever been revoked or suspended by a governmental agency? d' No Yes If yes, provide explanation: Project Description(use ,~[L,~Um.*UL~*' ..... Z:CZ n~c~at ....... YJX :.Remove (1) gasoline dispenser. ...... Install (1) 5,000 gallon double wall steel UL #2085 fire rated A.S.T. with associated piping and relocate three (3) gasoline dispensers behind existing wood bulkhead. )ard of Trustees Applicat WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Install new double wall steel above ground gasoline tank. 0.0 Area of wetlands on lot: square feet Percent coverage of lot: 0.0 Closest distance between nearest existing structure and upland edge of wetlands: 0 feet Closest distance between nearest proposed structure and upland edge of wetlands: 21 feet Does the project involve excavation or filling? No ~ Yes I/yes, how much material will be excavated? +/- 100 cubic yards How much material will be filled? +/' 115 cubic yards +/- 10 Depth of which material will be removed or deposited: <1% Proposed slope throughout the area of operations: feet Manner in which material will be removed or deposited: Mechanically via the use of a backhoe and excavator. _Statement of ~e _eff~t, _if any: 9~n fl~ w_e.tl_m)~$.andfidal wa. ters 9f ~ town._t, hat ~a[ _r_e.$_ult b2( _ reason of such proposed operations (use attachments if appropriate): The proposed above ground double wall tank with electronic monitoring system will decrease the likelihood of a leak/spill contaminating the waters; therefore, it will protect the environmental quality of the surrounding waters. of Trustees Applicati¢ COASTAL EROSION APPLICATION DATA Purposes of proposed activity:. Install new double wall steel above ground gasoline tank. Are wetlands present within 1 O0 feet of the proposed activity? No Yes Does the project involve excavation or filling? No 4' Yes +/- 1 O0 If Yes, how much material will be e3~cavated? (cubic yards) How much material will be filled? +/- 115 .(cubic yards) Manner in which material will be removed or deposited: Mechanically via the use of a backhoe and excavator. Describe the nature and extent of the environmental impacts reasonably anticipated resulting fxom implementation of the project as proposed. (Use attachments if necessary) The proposed project shall impact the environment in a positive fashion. The proposed above ground double wall steel gasoline tank with electronic monitoring system provides increased secudty against tank leakage into the environment. It also satisfies SCDHS mandate (effective by 2010) that all fuel storage tanks have secondary containment whereas the existing underground tank is of single wall construction. In the unlikely event that the primary tank leaks, the fuel will not be in direct contact with the soil and groundwater as it will be contained within the secondary space and it's presence identified by the electronic leak detection probe, 617.20 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I - PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) 1. APPLICANT/SPONSOR ~2. PROJECT NAME Brewer Yacht Yard ~ Greenport, Inc. /Tank Removal / Replacement 3. PROJECT LOCATION: Municipality Greenport, Town of Southold County Suffolk 4. PRECISE LOCATION (Street address and road intersections, prominent landmarks, etc., or provide map) 1410 Manhasset Avenue, Greenport, Town of Southold, NY 11944 5. PROPOSED ACTION IS: [] New [] Expansion [] Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: Remove (1) gasoline dispenser. Install (1) 5,000 gallon double wail steel UL # 2085 Fire Rated A.S.T. w/associated piping, and (1) underground transition sump. Relocate two (2) gasoline dispensers behind existing wood bulkhead. Replace existing 6,000 gallon AST manway with a new steel containment sump. 7. AMOUNT OF LAND AFFECTED: Initially 0.03 acres Ultimately 0.03 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? [] Yes [] No If No, describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? [] Residential [] Industrial [] Commercial [] Agriculture [] Park/Forest/Open Space [] Other Describe: Mixture of residential and commercial uses including single family homes, restaurants, undeveloped land, and a cemetary. 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STATE OR LOCAL)? [] No If Yes, list agency(s) name and permit/approvals: Yes - SCDHS - Permit to Constntct - Town of Southold - Wetland Permit 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? [] Yes [] No If Yes, list agency(s) name and permitJapprovais: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? I-I Yes 171No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE . Date: Applicant/sponsor nam~Chris Tartaglia, P.E. Signature: ~ V}~ ~'--'-~ ~c~ If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 PART II - IMPACT ASSESSMENT To m leted b Lead A enc A. DOES ACTION EXCEED ANY TYPE THRESHOLD rN 6 NYCRR, PART 617 47 If yes, coordinate the review process and use the FULL EAF. [~Yes [~No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.67 If No, a negative declaration may be superseded by another invoh/ed agency. [~] Yes [~No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, if legible) C1. Existing air quality, surface or groundwater quality or quantity, noise levels, existing traffic pattern, solid waste production or disposal, potential for erosion, drainage or flooding problems? Explain briefly: C2. Aesthetic, agricultural, archaeological, historic, or other natural or cultural resources; or community or neighborhood character? Explain briefly: C3. Vegetation or fauna, fish, shellfish or wildlife species, significant habitats, or threatened or endangered species? Explain briefly: commundy s ex~stmg plans or goals as officially adopted, or a change in use or intens ty of use of and or other natural resources? Explain bdefly: C5. Growth, subsequent development, or related activities likely tn be induced by the proposed action? Explain briefly: C6. Long term, shod term, cumulative, or other effects not identified in C1-C57 Explain briefly: C7. Other impacts (including changes in use of ether quant ty or type of energy)? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA (CEA)? [] Yes [] No If Yes, explain briefly: E. IS THERE, OR IS THERE LIKELY TO BE CONTROVERSY RELATED TO POTENT AL ADVERSE ENVIRONMENTAL IMPACTS'~ [] Yes [] No If Yes, explain briefly: PART III - DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above, determine whether it is substantial, large, important or otherwise significant. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) duration; (d) irreversibility; (e) geographic scope; and (t~ magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question D of Part II was checked yes, the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. ] Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur. Then proceed directly to the FULl EAF and/or prepare a positive declaration. ] Check this box ifyou have determined, based on the information and analysis above and any supporting documentation, that the proposed action WiLl NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting this determination Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Date Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (If different from responsible officer) Town of Southoid LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfi:ont Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answere, d "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,_th_e_P_!.anr_.dn_.'~g_._D_e_p~e_nt, all local libraries and the Town Clerk's office. , '~ ~ B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 100%3-1-1 The Application has been submitted to (check appropriate response): Town Board Planning Dept. [] Building Dept. ~ Board of Trustees [] Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Remove one (1) gasoline dispenser, install one (1) steel containment sump on existing 6,000 gallon AST manway and extend existing double wall piping. Install one (1) 5,000 double wall steel UL # 2085 fire rated with containment dike on an 8" reinforced concrete mat. Install one (1) underground fiberglass transition sump with new double wall fiberglass piping to existing gasoline dispenser relocated behind (landward) existing wood bulkhead. 1410 Manhasset Avenue, Greenport, NY Location of action: Site acreage:. 5.5 Marina Present land use: M II (Marine II) Present zoning classification: If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: Brewer Yacht Yard @ Greenport, NY (a) Name of applicant: 1410 Manhasset Avenue, Greenpod, NY (b) Mailing address: (c) Telephone number: Area Code' (631) 477-0828 N/A (d) Application number, if any:. Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes [~] No~] If yes, which state or federal agency?. Approval by NYSDEC/SCDHS DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. [-~Yes ~ No [~ Not Applicable The current buildings and structures will remain intact and the use of the premises will not change. The proposed items will not hinder nor enhance the Town of Southold LWRP Policy #1. Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria Yes I I No ~ NotApplicablc The project has no impact to LWRP Policy #2 as it is not within the Long Island Sound, a historical site, or an archeological site. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ~ Yes ~] No [~ Not Applicable Although the proposed action introduces an above ground fuel storage tank approximately 33 feet away from the bulkhead, the proposed above ground tank will be approximately 595' feet away from Manhasset Avenue and hence will not be visible from the roadway. It's visual impact from the waterway will be minimized by the buildings in front of/around it as well as the existence of a larger (6,000 gallon) above ground tank immediately adjacent to it. NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria Yes ~ No ~ Not Applicable The proposed work will not impact flooding or erosion conditions. Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria Yes [~J No ~ Not Applicable The proposed double wall tank will be located above ground with an electronic leak sensor monitoring the secondary containment space for leaks. Any spill/leak will not directly infiltrate the soil/groundwater; therefore, it is protecting the quality of the surrounding groundwater. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ~'] Yes [] No[~ Not Applicable The proposed tank will provide greater protection of the ecosystem through the increased leak protection methods previously stated. Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. [] Yes [] No [~ Not Applicable The project will have a positive effect on the air quality. The proposed tank will be fitted with current Industry Standard vent-restrictor caps and vapor recovery system which do not allow venting of fumes into the atmosphere unless the pressure within the tank builds to a level that requires venting to maintain safe conditions. Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. Yes [] No [] Not Applicable The proposed double wall above ground tank aids in protecting the environment from fuel oil spills and leaks. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. Yes~ No [] Not Applicable The project lies within an existing marina and is not proposing any changes to the marina itself. The current operation and use of the marina shall remain the same. WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ~ Yes ~ No [] Not Applicable The existing use will continue~operate as a water dependent busies use. Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. [] Yes [] No [] Not Applicable The proposed work will have no effect on the living marine resources. Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. []Yes ~ No [] Not Applicable The work scope takes place entirely on private property which does not include areas defined as agricultural land. Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. [~Yes ~No [~ Not Applicable The proposed double wall above ground tank shall minimize the adverse impact of a fuel storage tank through the electronic tank monitoring and leak detection. Created on 5/25/05 ll:20AM 14P£ High Point Engineering 410 Jericho Turnpike Suite 105, Jericho, NY 11753 Websih~: www. HighPointEngineer ng co n Phone: (516) 433-4320 Fax: (516) 4334364 email: info~highpointene neer ng.com TRANSMITTAL Via: Hand Delivery [] U.S. Mail [] FedEx Standard Overnight [] To: Town of Southold - Board of Trustees 54375 Route 25 Southold, NY 11971 Date: October 20, 2009 Attention: Lauren Standish Re: Brewer Stirling Harbor 1410 Manhasset Avenue Greenport, NY 11944 Project # BREW08-01 Enclosures: Quantity Date No~ Description 3 10/20/09 PT-1 thru PT-4 of 4 3 --- 617.20 Comments: Pump and Tank Site Plan Package (Rev. #3) Board of Trustees Application LWRP Short EAF ~: Please find the enclosed amended documents for your review in issuinl~a_w. _et[.ag~s, : the in the plans. Please discard the original versions of these documents originally forwarded to you Approvals with SCDHS and NYSDEC are currently pending and will be forwarded upon receipt. Please contact our office with any questions or concerns you may have. Signed: Kyl~ht CC: Jesse Gaffga, Brewer Stifling Harbor - w/enclosures (via Federal Express) Pick Up [] ~utlined \~Hpesvr01 \public\!PROJECT DIRECTORY~Brewer Stirling Harbor~BR EW08-01 ~etters, faxes, etc\Transmit~l-Southold- I 0.20.09.doc High Point Engineering 410 Jericho Turnpike Suite 105, Jericho, NY 11753 Website: www. HighPointEngineering.com Phone: (516) 433-4320 Fax: (516) 433-4364 email: in fo~highpointen~ineering.com TRANSMITTAL Via: To: Attention: Hand Delivery [] U.S. Mail [] Hugh C. Hackett, Inc. 531 Bay Villas Lane Naples, Fl 34108 Hugh Hacke~ Enclosures: QuantiW, Date No~ 1 10/14/09 DOT- 1 FedEx Standard Overnight [] Pick Up [] Date: October 15, 2009 Project # HPE #: S/E/C Route 112 & Joline Road Port Jefferson Station, NY BRUNS08-03 Description NYS DOT Taking/Curb Cut Relocation Comments: Enclosed please find the above referenced document for your use. Please contact our office with any questions or concerns you may have. Signed: Chris Tartaglia, P.E. CC: Sandford Brunswick, Brunswick Appraisal Corp w/enclosures (via U.S. Mail) \XHpesvr0 l\public\!PROJECT DIRECTORY~Bmnsw ck Appraisal Corp~BRUNS08-03 (Route 112 Pt. Jefferson)~Letters, faxes, etc\TransmittaI-Hugh Hacketi_ 10.15.09.doc ~,O~ANN^SSET^VEN~E 'RORDERMUSTBEPA'NTEDANRUNDFUELPROSUCTRCONT^IN'NS VARIOUS P.OPERI'f ELEMENTS ,RE ,S EOLLOWS: I ' ' ~ I I I ~'' ' ~ IJIl'[~JJ~l I I I I I I II ~ ~ ENGINEERING AND DEPTH OF 6XIST)NG UNDERGROUND APPURTEN~OES SUCH AS ~)TE SYMBOL ~D WHITE ~OUND ALL OTHER COLDRS. -BUI~ING: WORK ~ INDICATES ON THERE P~NS. CONT~CTOR TO ~.--~ ~ ~ ' ~:~ m ~ ITS ~ WWW,~g~oin~n~e~g,com EXISESZONE ~ , IH[ EDUC~ltON ~W OF THE STALE OF NEW STORAGE TANK ..or,, BREWER STIRLING HARBOR MARINA ~IST~TION No. 10-0087 1410 MANHASSET AVENUE TERENCE No. 1860g ~RE[NPORT, NY 11944 HS APPROVAL DISTRICT: 1001 REPUTED LOCATION OF EXfSZ ' ' ,, SECTION: 03 OWFff UNDERGROUND DIESEL ' ' '" 5L BLOCK: 01 ~' 2/28/09 GRAPHIC SCALE~o 20'-6" (DIKE) EXIST, DWFG PIPING TO DISPENSER TO -- REMAIN J EDGE OF CONG. SLAB EXIST, BELOW TRANSITION SUMP REMAIN -- EXIST, 5" FG PIPING OVER 2" BLACK IRON PIPE TO REMAIN EXIST. GALV. PiPiNG/ -- CONDUIT STANCHION SUPPORT TO REMAIN (~EXTEND EXIST, VENT RISER TO MIN, HEIGHT SHOWN RAINSHIELDS (TYP.) ~ + + + + + INSTALL PLUG 0 BOTH ~ / ~ ~ ~PROP 2" STA~N~SS + SIDES OF STAIRS / PROP TO L~N PANEL p~. ~ & STEEL B~L VALVE + + + + + EXIST. DW · · PROP. DW ~IPINO , ~ ~ .) ~ + + + + + REMAIN EXISTING ~ ~ EXIST. RAINSHIELDS (I~P) EXIST, 2" SINGLE ~ / AND APPURTENANCES TO BE REMOVED P LAN VIEW EDGE OF EXIST, CONG. SLAB NTS 16'-gE' (TANK) INSTALL 2" GALV. PLUG FORMER SUCTION PIPE PROP, 2" BLACK IRON 90' CHECK (WITHIN SUMP) m ~ DIKE STORAGE VOLUME DIKE SIZE: PROP. COUPLING- COMPUTATIONS 20'-6'x 10'- 10"x4'-8" = 1,036.,3 Cu. Ft. REQUIRED 6,000 x 1,1 7,751.5 > 1,036.5 Cu. 7.,*8 GAL./ Cu. Ft. = 7,751.5 GALLONS CAPACITY=11o~ OF TANK SIZE 6,600 GALLONS 6,6oo (O.K.) (TYP. OF 2) EQUIPMENT LIST (ALL ITEMS EX~STING TO REA~AIN UNLESS OTHERWISE NOTED) ITEM SIZE DESCRIPTION 1 2" NORMAL VENT PIPE W/ CAP (EXTEND TO 8'-0" MIN~ ABOVE TANK) 2 6" 8oz EMERGENCY VENT .3 - VENT DEFLECTOR ASSEMBLY 4 4" OPW F-STOP DROP RIDE WITH OVERFILL LIMITER TO WITHIN 6" OF TANK BOTTOM 5 1" OVERFLOW PIPE FROM FILL SPILL CONTAINER INTO DiKE 6 1" PIPE UNION 7 4" FILL ADAPTER AND CAP - (INSTALL FILL ID TAB PER NYSDEC REQUIREMENTS) 8 FILL CONTAINMENT CHAMBER W/ DRAIN VALVE - PAINT YELLOW PER APl STANDARDS) 9 STAIR/ PLATFORM/ HANDRNL 10 2" SCM 40 BLACK IRON PIPE 11 5" PIPE CAP 12 4" W6X24~ BASE RAIL 1.3 SIDE RAINSHIELD 14 24" blANWAY 15 DIAkl PL FRONT RAIN SHIEQ) 16 2" VEEDER ROOT TANK GAUGE MAG PROBE (INSTALL NEW CONDUIT/ RE-WIRE AFTER SUMP INSTALLAOON) 17 EMERGENCY VENT OVERFLOW CHUTE INTO CONTAINMENT DIKE 18 6" PROPOSED PiPE STUN WELDED THROUGH SUMP WALL - INSTALL 6" FERNCO CAp ' WITH STAINLESS CLAMP @ UNUSED STUB 19 PROP. EXPLOSION PROOF JUNCTION BOX 20 PROP. STEEL MANWAY D(TENSION SUMP W/ LID (24"¢x24"H} 21 2"/3" PROP. 2" BLACK lEON PIPE WITHIN 3" AMERON DCALOY 3000/L CONTAINMENT PIPING 23 TANK SHELL - 1/4" CARBON STEEL 24 1WNK HEAD - 5/16" CARBON STEEL 25 110% CONTAINMENT DINE - 1/4" STEEL 26 2"/.3" PROP. 5" 90' PEP COAXIAL CLAMSHELL CONTAINMENT FITTING I/// 2" §0' BLACK IRON ELBOW INSIDE 27 LIFT LUG 28 PNEUMERCATOR LCIOOO HIGH LEVEL ALARM W/ PROBE 29 DRIP PAN PLATFORM W/ 2' LiP 30 2" HIGH LEVEL ALARM PROBE - PNUEMERCATOR .31 EXPLOSION PROOF JUNCTION BOX E~ERGENCY VALVE MORRISON BROS. jtBAGDI-OSOOAV NOTE: ALL ITEMS SHOWN AS EXISTING TO REMAIN UNLESS OTHERWISE NOTED. HIGH POINT lEERING 410 JERICHO TIJRNPIKE SUITE 105 JERICHO, NY 11753 (516) 433-4320 FAX: (516) 433-4364 ALL PHASES OF ENGINEERING DESIGN, CODE CONSULTING, ZONING ANALYSIS & BID SPECIFICATION Vv-tV'~V,HighP olntEngineerin§,com CHRIS M TARTAGLIA NEW YORK LICENSE No. 078209 THE EDUCATION LAW OF THE STATE OE NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATIONS. (NYS EDUCATION LAW SECTION 7209-2) FINISHED GRADE EXIST. BELOW GRADE PIPING TRANSITION SUMP W/ STEEL MANHOLE TO REMAIN EXIST. PIPING TO REMAIN --PROP. DW PIPING CONNECTED TO EXISTING I PROP. 24"¢x2¢" HIGH Q MANWAY EX]ENSION BOLTED TO MANWAY W/ 24"¢ STEEL BOLT ON LID · @ PROP. DROP EXIST. CONG. SLAB TO REMAIN A ELEVATION VIEW NTS m SECTION A-A NTB SCDHS JOB No. HM09-091 FACILITY REGISTRATION No. 10-0037 FILE REFERENCE No. 13602 SCDHS APPROVAL BREWER STIRLING HARBOR MARINA 1410 MANHASSET AVENUE OREENPORT, NY 11944 DISTRICT: 1001 SECTION: 05 BLOCK: 01 LOT: O1 B/BS/Oe WP£~ BREWOS-O1 DW~ BREWOB-OI-P23 EXISTING AREO POWER ABOVE GROUND 6,000 GALLON DIESEL STORAGE TANK W/ DIKE ELEVATIONS AND DETAILS REV. 3 OF 4 14'-2" (CONS. PAD) 17'-10" (DIKE) 13'-H" (OUTER TANK) 13'-4" (INNER TANK) ~' (~VERFLOW PIPE TO DIKE FROM FILL BOX '1' R'-B" (CONC PAD) --NOTE; CONTRACTOR TO VERIFY STAIR STRUCTURE/ SUPPORT REQUIREMENTS AND EXTEND CONCRETE SLAB AS NECESSARY FOR PROPER SUPPORT CHANNEL FROM VENT CONTAINMENT SUMP TO DIKE PROP. STP SUMP - SEE DETAIL (~ ++4. ++4. +++ EDGE OF TANK SLAB~//~ THICK CONC. SLAB DWFG PIPING TO TRANSITION SUMP (SEE DETAIL THIS SHEET) PROP. STP SUMP - SEE DETAIL 13'-1l" (OUTER TANK) ITEM SIZE DESCRIPTION iNNER/ OUTER TANK SHELL - 1/4" MILD CARBON SIEEL TANK HEADS - INNER: 5/16" MILD CARBON STEEL OUTER: 1/4" MILD CARBON STEEL 5 -- EMERGENCY VENT DEFLECTOR ASSEMBLY 4 2" OVERFILL PREVENTION VALVE - OPW #F-STOP I000 W/ #61FF-02O6 DROP TUBE PNEUMERCATOR LCIO00 HIGH LEVEL ALARM MOUNTED TO VENT (FACING FILL PORT) 6 -- VEEDER ROOT INTERSTITIAL SPACE PROBE #794380-343 7 4" FILL ADAPTER AND CAP 8 -- 5 GALLON FILL CONTAINMENT CHAMBER W/ OVERFLOW PiPE CONNECTED TO DIKE PAINTED PER APl STANDARDS 9 -- STAIR/ PLATFORM/ HANDRAIL 10 2" HALF COUPLING THRU OUTER SHELL ONLY 1 1 -- NOT USED 12 -- 9'¢ × 6"H SADDLE SEAL WELDED TO TANK 15 4" FlariNG THRU OUTER SHELL (FOR FLOWABLE FiLL FOR MFG. ONLY) 14 24" MANWAY 15 4" GALV NPT PLUS 16 2" VEEDER ROOT TANK LEVEL GAUGE #MTG-B #B46390-10) 17 -- MANUAL TANK SAUCE MORRISON BROTHERS #818F 18 4" 4"x3" GALVANIZED STEEL NPT NEDUCER ITEM 19 2O 21 22 SIZE .3** 3.1 DESCRIPTION FEMALE COUPLING FROM INNER THRU OUTER WALL TANK SUMP (24"~x24"H MANWAY EXTENSION W/ STEEL BOLTED MANWAY LID) DOUBLE WALL PIPING - 1-1/2"~ OALVANIZED STEEL PIPE WITHIN 3'M AMERON DUALOY 3GBB/L PIPE - COAT EXTERIOR OF FIBERGLASS PIPING WITH A U/V INHIBITING EPOXY PAINT GALVANIZED STEEL RISER @ VAPOR RECOVERY CONNECTION ITEM .35 SIZE `3" DESCRIPTION STAGE I VAPOR RECOVERY CONNECTION CAP - EMCO WHEATON J~AO099-333 ,36 2" CALV. STEEL RISER .37 2" CAP W/ PROBE WIRE RTl'lNG ,38 ¢" CAP W/ PROBE WIRE FITTING .39 4" 4"X2" GALVANIZED STEEL NPT REDUCER 40 GALVANIZED NPT PLUG 41 -- NOT USED 23 2" VENT PIPE W/ PRESSURE VACUUM VENT CAP 42 -- NOT USED 24 6" 43 6" GALVANIZED NPT PLUG Boz EMERGENCY VENT ~ INTERSTITIAL SPACE - OPW~ 202 SERIES EMERGENCY VENT NOT USED FRP COAXIAL CLAMSHELL FIITING W/ 90' - I-1/2' GALVANIZED ELBOW INSIDE 8oz EMERGENCY VENT @ PRIMARY TANK OPW~ 202 SERIES EMERGENCY VENTS MALE NIPPLE FROM INNER THRU OUTER WALL 25 .3" 6I' 26 27 28 29 .3" VAPOR ADAPTOR-EMCO WHEATON #A0076 30 6" HALF COUPLING THRU OUTER SHELL ONLY GALVANIZED CONDUIT EXPLOSION PROOF JUNCTION BOX 49 52 SfEEL PIPE STUB WELDED TO SUMP (INSTALL 4"~ RUBBER CAP W/ STAINLESS CLAMPS IN UNUSED STUBS) 33 .3/4" SEAL OFF 34 4" 2II INTERSTITIAL MONITORING PIPE THROUGH OUTER WALL T ANCHORING DETAIL TANK GROUNDING DETAIL E ELEVATION-SECTION D-D DIKE STORAGE VOLUME .COMPUTATIONS DIKE SIZE: 17'-iO"xlO'-lO"x4'-S" = 901.5 Cu. Ft. 901.5 Cu. Ft. x 7.48 GAL./ Cu. Ft. = 6,743,2 GALLONS REQUIRED CAPACITY= 5,000 x 1.1 = 5,500 GALLONS 6,743.2 > 5,500 (O.K.) PLAN VIEW-SECTION E-E PIPING TRANSITION SUMP DETAILS POINT ENGINEERING 410 JERICHO TURNPIKE SUIT 105 JERICHO, NY 11753 (516) 433-4320 FAX: (516) 433-4364 ALL PHASES OF ENGINEERING DESIGN, CODE CONSULTING, ZONING ANALYSIS & BID SPECIFICATION ArCFFg. HighPointEngineering.com CHRIS M TARTAGLIA PROFESSIONAL THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON ALTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SE~L, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECiFiCATIONS. (NYS EDUCATION LAW SECTION 7209-2) PROP. STP SUMP - SEE DETAIL ~ LOW VOLTAGE TO BUILDING 3500 PSI REINF. ROD CONC. SLAB LINE OF- PRIMARY TANK NOTE: CONTRACTOR TO STAIR STRUCTURE SIZE/ SUPPORT REQUIREMENTS AND EXTEND CONCRETE SLAB AS NECESSARY FOR PROPER SUPPORT PUMPOUT PIPE PIPE cap SUMP 'O BARS @ 12" D.C. EACH WAY /~TANK ANCHOR - TYP. 4 -- PLACES-SEE CONCRETE SLAB/ TANK ANCHORING :<~- H,?, !< ' FRONT ELEVATION NOTE: PIPING TRANSITION SMMP NDT SHOWN THIS VIEW FOR CLAeI~Y COMPACTED GRAVEL OR RCA (2) ~3 eARS HORIZONTAL-CONTINUOUS AROUND HAUNCH PERIMETE PIPING TRANSITION SUMP (SEE DETAIL THIS SHEET) -- 9'-0" DIA. (OUTER TANK) lO'-I o" (DIKE) RIGHT SIDE ELEVATION( SCDHS JOB No. HM09-091 FACILITY REGISTRATION No. 10-0037 FILE REFERENCE No. 1360g SCDHS APPROVAL BREWER 8TIRLING HARBOR MARINA 1410 MANHASSET AVENUE GREENPORT, NY 11944 DISTRICT: 1001 SECTION: 05 BLOCK: 01 LOT: 01 AS SHOWN 2/28/09 BREWOB-O 1 -P33 5,000 GALLON GASOLINE STORAGE TANK/ PIPING/ SUMP DETAILS ABOVEGROUND 5,000 GALLON DOUBLE SCALE: 1/2"=1 '-0" REM..3 OF 4 ~ LEADER CABLE /~ MOUNTING BRACKETS NO. 0 - MATERIAL SCHEDULE ~ CORD GRIP -- ~"~..~, "~ - - - ~MOUNTgNG ~OLTED TO MANWAY W/ BOLTED LID / SLE~E ~ 3 ~/4" RIGID CONDUIT LINE VOLTAGE TO 3/~" FLEX ENTRY BOOT UNDER DISP NSER BUMP) OPW ~lOBHMP-5830 ............. P.MP CONTROL 3UNCTiON BOX ~ ~ ~ '~~ ~ 6DISCRIMINATING SUMp SE.SOR,E N-NGiNEERi""G ~ ~~~ ~S~E NOr~ 7¢.~-~/2" ~UB.E~ ~UC~ W/ ............................... ...... ~ SUMP SENSOR INSTA~TION NOTES: g1-1/2"~ GALVANIZED STE~L PRIMARY PIPING 1. THE SUMP SENSOR MUST BE POSITI~NE~ AS CLOSE TO THE CONTAINMENT SUmP OU~R WALL AS POSSIBLE. 10 3" FRP PIPE - AMERON DUALOY 3000/ L - 410 3ERICHO APPLY U/V RESISTANT EPOXY COATING TO ALL SUITE 10~ 2. ~E SUMP SEN5S~ MUST ~E MOUNTED IN A TRUE VER~CAL POSI~ON TO ENSUE~ PROPER OPERATION EXPOSED FPP PIPtNG 3ER[CHO. NY 11753 = 3 ~E SUAP SENSOR MUST REST ON THE BASE OF THE SU~, I 11 DISPENSER (EXIST, TO BE REINSTALLED) (516) 433-4320 F~: (516) 433 4364 ~, THE ~NES BETWEEN THE ~ONITOR AND EACH SUMP SENSOR LOCA~N MU~T BE OF A TYPE ~gSI~NED FOR ~ 12 3/~" FLEXIBLE ~NTRY BOOT-SPY ~4S-1.1 5 FOE STp SUMP pEOfE INSTALLATIONS, SELECT g POSITION FOE THE MOUNTING SLEC~ mN THE SUUP AS FAR ~ 17 NOZZLE OPW OR CATLOW 7 INSTALLER SHALL FOLLOWm PRDBE MANUFACTURER'S INSTALLATION OUIOE SHIPPED ~TH PROBE UNITS FOR FROM HOSE REEL 20 ~"¢ GALVANIZED STEEL PIPE ~H~iS~~MTARTAGLIA D: VEEDER ROOT SUMP ~v/?'3. / I'.:', 'J - 2a 2",~'.~.. ~,cw,,zso s,[[[ . P OUZ uouN NC ~ [ ~ .,/ ~, ~ ~ 36 1-1/2" EXPLOS ON PROOF ELECTRICAL : ~ ~ /~ CLOSED) WIRED TO OPEN UPON ACTIVATION OF A: STP SUMP LATERAL SECTION '~ ~ --- ~w c~o~ w,~, s~ ~,,s o~ ~ [ [/ FILTERJ ~ 38 4" CAP W/ PROBE WIR~ FITTING ~ ~ ¢3 -1/2 HP STP - RED JACKET 45 DISCRIMINATING TANK SUMP SENSOR, NOTE: REFER TO DETAIL B FOR ACTUAL DISCHARGE PIPE EXIT DIRECTION ~ TO HOSE REEL VEEDER-ROOT ~7g¢380-352 PROFESSIONAL ENTREE ~ ~ /PANEL ,, ' : - : 46 3'x3' STANLESS STEEL FORME, PNEUMERCATOR / ~ ~ R L ~ NEW YORK UCENSE NO. 0762~ LINE VOLTAOE TO VENf RISER FACING ~ .... 47 I-1/2 EULL PORT JOMAR BALL VALVE 200 PSIG WOO THE EDUCATION ~W OF THE STATE OF NEW ~ ~ ~ ~ YORK PROHIBI~ ANY PERSON ALTERING PUMP CONTROL FILL PORT 0~n~ 48 ~ECHANICAL LINE LEAK DETECTOR ~ING ON THESE DRAWINGS AND/OR THE ~ ~ ACCOMP~Y,NG SPEC,F,CAT,ONS. UNLESS ,T ,S ] ~ 55 ~AN~A~ 2~" PlA UNDER TH~ DIRECTION OF A LICENSED ~ ~ ~ 56 1/2 x~' L~NG ANCHOR BOLTS PRO~ESSIONAL ENGINEER. WHERE SUCH TANK L~EL ...~ ~ ~ ~ ~ 157 m 1/2 X12 MxM SWIVEL FLEX CONNECTOR - ~GINEER MUST SIGN AND S~, DATE AND MONITOR PROBE d , ... · ,, ~ ~ ~ _ AL~RATIONS ARE MADE. THE PROFESSIO~ ', , 4 ¢X6 LONG PIPE STUB - m ~ r~b~ ~ ~OSEMASTER FS MS, W/ H~T SHRINK DESCRIBE file FULL EXTENT OF THE (~P. OF 3) 12" G ~, ~ 7209-2) -- ---- %5 / = I ~8 )'SPENSER suN. - opw ,~ ~ ~ I .ORDER TO MATCH DISPENSER) ,~ = ~ r(o) r ~ ~= ~~ -~ % WARNING I TO LEAK ~ c ~ n , '~ , 60 PIPE NIPPLE (GALV ~ GASOLINE/ TANK IS FULL PANEL ~ ~ : .... ~ 61 2. FEMALE FPP TO MALE NPT ADAPTOR ' IDO NOT OVERFILL ~ ~ I ~ PEA Grail~ 62 3. FLEXIBLE ENTRY 800T-DPM ~8S-3.6 ~ ~ j 65 2 X3 REDUCER W/ AIR VALVE - ~pM~ LOW VOLTAGE PROBE 6B DISPENSER SUMP STABILIZER MOUNTING BAR ~ WIRING TO L~K SEE PROBE MOUNTING ~% KIT ~ ~ // D~ECTION PANEL : L~ THIS SHEET A // ~% ELEVATION m ~ ~ / B: STP SUMP HORIZONTAL SECTION DISPENSER~ , a~ ~ ~ ~ // ~'"~ E: GASOLINE TANK: OVERFILL ALARM SIGN ~- ~ ~ ATTACHED TO VENT RISER DETAIL ~ FILL RISE~ --PIPING UNION / ~ ANCHOR BOLT MOUNTING F~NGES ~ ~ =~ , = ' ' ~~ , . .' ~EXIST. BOCK BOARDS 4 1/2" GC TO INSTALL ~MINATED ALUMINUM ~ ' ~BEl TO DEPICT INFO. REQUIRED PER ': y:, NYSDEC CODE (SEE DEC NOTE) ., ' PRODUCT LILNE (~P.)~' SCDHS JOB No. HM09-09I BREWER STIRLING HARBOR MARINA PLAN VIEW : ': "'"" '"' ' " "/:,',]~, FACILITY REGISTRATION No. 10-0037 ~4~0 BANHASSETAVENU~ 1 ,' ' i GREENPORT, NY 11944 C: Bg~Atg Or DEC REQUIRED ~ANE SEE PROBE MOUNTING DEC NOTE:~, , . -, ' ...... , - , DEC ~BEL TO DEPICT THE FOLLOWING INFORMATION ~. , ' '' ' ' .:,. ~' .'~ . ' . '. ,' .... ~ 2/28/09 D~/ BR~Og-O1-P43 ..., ,. ..... ., .,..- . ,. F: DISPENSER DETAIL (FILL IN B~NKS AS DEPICTED BELOW:~.-... :., .'. ~' .~. ' '20 ST''." '..2~ ~.' . "'.' .. "*~I,Jm< HdhTAEEF~ CERTIFIES THAT THIS TANK ~-., ,T' ',; ' "~' ~:' ,' ~ ,: ,',(BE),../ ;:, (CM)~ ,;,. '(;, .;, :"'. ', , / scA~m WAS INSTALLED ACCORDING TO NYS DEC PBS~, ~,.;, -'~,~ ........... .' ' , '~/' , ', REGU~TION 6 NYCRR PART 614. THIS TANK WAS " " " ' ' ' MANUFACTURED ON [)"ii- BY ul*iq[JI ,,, NJIfI,2 ' ,.: .,' ,,',, , "' , 1' ',, ', TANK SUMP/ DISPENSER (MODEL ~ . GALLON; UL ~1316) REFER TO THE .~ '.' '.~. . . ... . MANUFACTUSES'S TANK WASS*U~ UST ~OR ~ Or ....... .... , ' . SUMP DETAILS / VOLUME OF PETROLEUM ADDITIVES THAT MAY BE STORED~" ' ' ", ,, WITHIN THIS TANK" ~c~ss I, o~v. ~ ~c~ss ~, Iv. 2 REV. 3 OF 4