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HomeMy WebLinkAboutBrewer Yacht Yard (3) James F.King,President *0 SO!/Ty� Town Hall Annex Jill M. Doherty,Vice-President 54375 Main Road P.O.Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen G Bob Ghosio,Jr. �Q Telephone(631) 765-1892 I�COU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 12, 2009 Mr. Chris Tartaglia High Point Engineering 410 Jericho Turnpike, Suite 105 Jericho, 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. James F.King,President ��0f S�V�yD Town Hall Annex Jill M.Doherty,Vice-President 54375 Main Road Peggy A.Dickerson P.O. Box 1179 Southold,New York 11971-0959 Dave Bergen G Q Bob Ghosio,Jr. Telephone(631) 765-1892 COUKrY,��' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 18, 2009 Mr. Chris Tartaglia High Point Engineering 410 Jericho 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. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, 0 ames F. King, P esident Board of Trustees JFK:eac 1 �1�SlaFFD(�.cd� James Eckert,Chainnan H Town Hall,53095 Main Rd. Lauren Standish,Secretary c. P.O.Box 1179 Southold,NY 11971 -*A � Telephone(631)765-1892 Fax(631)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#1 001-3-1-1 & 1000-36-1-1 Inspected by: Doug Hardy, Peter Young Vote of Council: Ayes: All Motion Carried i n > �� oa0�oo ' r p 1 All f 11J 0 41 2,0 0. 11 . 47 � t '441., .14 Af 7 .� ,r .'`may,::•illfj _ .'' ';Ir��E�� '�4�'• :.rat, ��; ry � ��. f a e r ' 0 1fG. �..i i r i L f 11I04/2009 11 :49 4 t- OgUf FO(,� James F.King,President Off' Cp P.O.Box 1179 Jill M.Doherty,Vice-President Gyp Southold,NY 11971 Peggy A.Dickerson Telephone(631)765-1892 Dave Bergen u. Fax(631)765-6641 Bob Ghosio,Jr. Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: 4� 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#1 001-3-1-1 & 1000-4e-3-t —�—I Type area to be impacted: altwater Wetland Freshwater Wetland Sound Bay Distanc of proposed work to edge of wetland Part Town Code proposed work falls under: _ hapt.275 Chapt. 111 other Type of Application: etland _Coastal Erosion _Amendment Administrative_Emergency Pre-Submission Violation Info needed: Modifications: Conditions: Present Were. _J.King _'"Doherty_P.Dickerson —D. Bergen �B.Ghosio, D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: T� r TV ks to i •�lki �.�+ 1�' r• 11 . 12 . 2008 14 : 20 ?tiLD�- e ey k5, D►sperAs 4Ef4 u�No �x�ST. bVOQ eAD w n A iL — ti'3i ' a, f c , • -____.___... -ate- _ - - ,4 n1 (. � - � M - :'�-- / }- •. �r• is .y. r 4 _ r.r +fie +� ,r �•� C r O Exks-C. �Z�r1a,Eo 1LOLAc.i-0 • MARA r �t i� � 1A Va�i.iVtr ■ 1. 7..r�iii ■ �:. ow" \■ i6 f � i —— �lii■ Wit. F; k � y� "ray=, �'r � �■ y�;� z Z « . .. .� , COUNTY S N 6_ _ CO Y OF U FFOLK Q SOUTHDLD secnoe No 1 Red Property Tax Service Agency r E o..r.. e.� —zz' r,..,. �:o. :[11 O ,u• _ 'T \� Canry Cen A,�v>tnogH T ll901 O 3 low f —N— 4 lne� w w'� una pmP a u�'Ye atucr 9 z. INLET Q ' �a 27 1 � � 10.1 1SS .( ♦ W C�F� a ! 4 w�w 8fR16 AA �MIl1 �T 8 E NoricE COUNTY OF SUFFOLK © \� -� 1y SOUTHOLD 7 anON N0 —�— _ rnl 2 kw.,a s.uw N PoI�'\ ! ,ter „� _____ - - Q __ __ _ __ led—, Tax Service Agency 1 036 Mw _ ___ _ — —_ _ osmenui •R Canty Lent�x�RIr�Neov,N Y 11901 111R r p mom• low PROPERTY NM u uw I � OFFICE LOCATION: OF S0(/ryO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Q Telephone: 631 765-1938 Fax: 631 765-3136 couffm LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM I- To: Jim King, President l I �i NOV 1 8 2009 . Town of Southold Board of Trustees i Souti�old To��r, From: Mark Terry, Principal Planner l_s Eoarc of Troy+Frs4__; 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 r written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney (i I Albert J.Krupski,President Town Hall James King,Vice-President O Ol0 53095 Route 25 Artie Foster .1L P.O.Box 1179 Ken Poliwoda TN Southold,New York 11971-0959 Peggy A. Dickerson Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only _C astal Erosion Permit Application L/fVefland Permit Application Administrative Permit Amendment/Transfer/Extension _,-Received Application: 10(22)L0? ,z�keceived Fee:$ �Jq. t I )eompleted Application Df — -- _Incomplete _SEQRA Classification: Type I Type II Unlisted!I OCT 2 2 2009 '; r Coordination:(date sent) , ZWRP Consistency Assessment Form�A I o l a q 10 9- _ CReferralSent: Southold Town Hate of Inspection: Board of Trustees _Receipt of CAC Report: __Lead Agency Determination: _T.echnical Review: __,Y,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 Manhasset Avenue, Greenport, NY 11944 +/- 1525'south of North Road (Route 25)on the west side of Manhasset Avenue. _._ (provide-LIL-CS21?vle.#slis.ta=_to..cross.streets,.and location). AGENT: Chris Tartaglia, High Point Engineering (If applicable) J Address: 410 Jericho Turnpike, Suite 105, Jericho, NY 11753 Phone: (516)433-4320 "bard of Trustees Applicat:," GENERAL DATA Land Area(in square feet): 241,923 Area Zoning: MII (Marine II) Previous use of property: Marina Intended use of property: Marina p Prior permits/approvals for site improvements: Agency Date ✓ No prior permits%approvals for site improvements. Has any permit/approval ever been revoked or suspended by a govemmental agency? ✓ No Yes If yes,provide explanation: Project Description (use attachments if necessary):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. { y 1 bard 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 If yes,how much material will be excavated? +/- 100 cubic yards How much material will be filled? +/= 115 cubic yards Depth of which material will be removed or deposited: +/' 10 feet Proposed slope throughout the area of operations: ` 1% Manner in which material will be removed or deposited: Mechanically via the use of a backhoe and excavator. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result reason of such proposed operations (use attachments if appropriate): The proposed above round double wall tank with electronic monitoring system will P P 9 9 Y decrease the likelihood of a leak/spill contaminating the waters;therefore, it will f protect the environmental quality of the surrounding waters. � I i . f `ard of Trustees Applicatic'J COASTAL EROSION APPLICATION DATA Purposes of proposed activity: Install new double wall steel above ground gasoline tank. Are wetlands present within 100 feet of the proposed activity? No '� Yes Does the project involve excavation or filling? No `� Yes +/- 100 If Yes,how much material will be excavated? (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 from 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 security 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. i F I c 1 617.20 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I -PROJECT INFORMATION To be completed by A licant 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 wall 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 EJNo If No,describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ❑✓ Residential El Industrial 2✓ 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)? 0 Yes No If Yes,list agency(s)name and permit/approvals: -SCDHS-Permit to Construct -Town of Southold-Wetland Permit 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? Yes F No If Yes,list agency(s)name and permit/approvals: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? Yes 2 No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Chris Tartaglia,P.E. Date: ►p Signature: If the action is in the Coastal Area, and you area state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 � d E s t PART II- IMPACT ASSESSMENT Tot impleted by Lead Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.4? If yes,coordinate the review process and use the FULL EAR Yes ❑ No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration may be superseded by another involved agency. ElYes 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: C4. A community's existing plans or goals as officially adopted,or a change in use or intensity of use of land or other natural resources?Explain briefly: C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: C6. Long term,short term,cumulative,or other effects not identified in C1-05? Explain briefly: C7. Other impacts(including changes in use of either quantity 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 POTENTIAL 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 (f) 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 if you 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 Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) Reset Town of Southold - J LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront 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. 2. 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). 3. If any question in Section C on this form is answered "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 the PlapWn_g Department, all local libraries and the Town Clerk's office. E C Q , E i B. DESCRIPTION OF SITE AND PROPOSED ACTION ; OCT 2 2 2009 ! ) L" SCTM# 1001-3-1-1 6 ��` 7� i Southold TmYn The Application has been submitted to (check appropriate response): Board of Trustees Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees U 1. 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: a 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.lnstall 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. Location of action: 1410 Manhasset Avenue, Greehport, NY Site acreage: 5.5 Present land use: Marina Present zoning classification: M II (Marine II) 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Brewer Yacht Yard @ Greenport, NY (b) Mailing address: 1410 Manhasset Avenue, Greenport, NY (c) Telephone number: Area Code (631)477-0828 (d) Application number,if any: N/A Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes Z 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 a 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 L I Not Applicable❑ Yes ❑ No 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 Q No n 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 D No D 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 21 Yes 0 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. 0 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. 0 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. ❑ YesD No 10 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 0 Not Applicable The existing use will continue '.,;operate as a water dependent busy[ s 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. OYes ❑ No 0 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. 21 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 5125105 11:20 AM 516' 433' - 4320 High Point Engineering 410 Jericho Turnpike Phone:(516)4334320 Suite;105,Jericho,NY 11753 Fax:(516)433-4364 Webs`i't www.HighPointEngineering com email:info ,him op inten ineering com TRANSMITTAL Via: Hand Delivery 0 U.S. Mail ❑ FedEx standard Overnight ® Pick Up ❑ To: Town of Southold-Board of Trustees Date: October 20, 2009 54375 Route 25 Southold,NY 11971 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 Pump and Tank Site Plan Package(Rev. #3) 3 --- --- Board of Trustees Application 3 --- --- LWRP Consiste 3 --- 617.20 Short EAF r Q 1,1� , 0CST 22 A9 Comments: Southold Tow Please find the enclosed amended documents for your review in issuin wetl d& tt Qr the wor outlined in the plans. Please discard the original versions of these documents originally forwarded to you on /08/09. 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 Wri ht CC: Jesse Gaffga, Brewer Stirling Harbor—w/enclosures (via Federal Express) \\Flpesvr0l\public\!PROJECT DMECTORY\Brewer Stirling Harbor\BREW08-01\Letters,faxes,etc\Transmittal-Southold-10.20.09.doc 516' i 433 ;4320 High Point Engineering 410 Jericho Turnpike Phone:(516)433-4320 Suite 105,Jericho,NY 11753 Fax:(516)433-4364 Website:www.HighPointEn ing eering.com email: info ,highhpointengineerina.com TRANSMITTAL Via: Hand Delivery ❑ U.S.Mail ® FedEx Standard Overnight ❑ Pick Up ❑ To: Hugh C. Hackett, Inc. Date: October 15, 2009 531 Bay Villas Lane Naples, F134108 Attention: Hugh Hackett Project# S/E/C Route 112 &Joline Road Port Jefferson Station,NY HPE#: BRUNS08-03 Enclosures: uanti Date No. Description 1 10/14/09 DOT-1 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) \\Hpesvr0l\public\!PROJECT DIRECTORY\Brunswick Appraisal Corp\BRUNS08-03(Route 112 Pt.Jefferson)\Letters,faxes,etc\Transmittal-Hugh Hackett_10.15.09.doc i t('3 7S GENERAL NOTES • SS F +: 44j 1. EXISTING CONDITIONS DEPICTED ON THIS DRAWING REFERENCE A SURVEY 5. THE OWNER OR OPERATOR MUST PERMANENTLY MARK ALL FILL PORTS 11. PER NYS DEC REGULATIONS, CONTRACTOR TO PREPARE AS r PREPARED BY: TO IDENTIFY THE PRODUCT INSIDE THE TANK. THESE MARKINGS MUST BE BUILT SKETCH WITH DETAILED TANK PIPING LOCATIONS INDICATED +� O PECONIC SURVEYORS, P.C. AND PROVIDE SKETCH TO ENGINEER OF RECORD. r HIG CONSISTENT WITH THE COLOR AND SYMBOL CODE OF THE 1230 TRAVELER STREET AMERICAN PETROLEUM INSTITUTE AS INDICATED ON THE g . `K co M SOUTHOLD, NY 11971 12. OWNER TO INSTALL AND MAINTAIN FIRE EXTINGUISHERS IN CONFORMITY s N "API FILL PORT COLOR CODING" DETAIL THIS SHEET. WITH NFPA 30A-11.7.1 �'R °33' c0 f LAST DATED: 6/15/00 1' ry� THE SYMBOLS TO BE USED ARE: 13. OWNER TO MAINTAIN SIGNAGE AT THE DISPENSING AREA IN CONFORMITY ` POINT v' 2. TANK/ PROPERTY OWNER/ APPLICANT: A CIRCLE FOR GASOLINE PRODUCTS AND VAPOR RECOVERY LINES. �•, i *_ .,Y a �. WITH NFPA-30A-11.5.5 AND 11.10.8. .. i BREWER YACHT YARD ® GREENPORT INC A HEXAGON FOR DIESEL AND OTHER DISTILLATES. ' '' _ '�• � + •'�� x s 14. PER NFPA 30A, REQUIRED DISTANCES FROM PROTECTED TANK TO s >, 1410 MANHASSET AVENUE A BORDER MUST BE PAINTED AROUND FUEL PRODUCTS CONTAINING VARIOUS PROPERTY ELEMENTS ARE AS FOLLOWS: 6•h''^I'g aszo �0.. GREENPORT, NY 11944 EXTENDERS SUCH AS ALCOHOL. THE BORDER WILL BE BLACK AROUND A 3. LOCATION AND DEPTH OF EXISTING UNDERGROUND APPURTENANCES SUGIH AS WHITE SYMBOL AND WHITE AROUND ALL OTHER COLORS. -BUILDING: 5' >` `v, .F'` s' 1°' °' ^ ENGINEERING F UST'S, PIPING, & UTILITIES ARE TAKEN FROM REFERENCE PLANS AND FIEELD -BUILDABLE PROPERTY LINE: 15' y via^"'" ,rr + '' 6. ENGINEER NOT RESPONSIBLE FOR CONTRACTOR'S SEQUENCING, PLANNING OR E OBSERVATIONS. ALL CONDITIONS ARE TO BE VERIFIED BY CONTRACTOR. -PUBLIC WAY: 5 0 e3 EXECUTION OF THE WORK DEPICTED ON THESE PLANS. IF ANY CONFLICTS ARE IDENTIFIED WHICH DO NOT ALLOW THE COMPLETION OF ?' THE WORK AS INDICATED ON THESE PLANS, CONTRACTOR TO 7. THE INSTALLER MUST NOTIFY THE SCDHS OFFICE OF DATE c3F WORK IS TO START AND SHALL CONFIRM ALL PLAN APPROVALS. 3 e '�` Cai ENGINEER OF RECORD IMMEDIATELY. r NOTIFY OWNER/s A N PIPING T 8. ALL NEW P G SHALL E INSTALLED A PER TH B S E E ., . 4. AREA OF PARCEL: ±241,923 SQUARE FEET (5.5 Acres). REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH s, 410 JERICHO TURNPIKE SERVICES ORDINANCE, AND N.F.P.A. STANDARDS #30 & 30A AND ANY i 5, as �.+," e SUITE 105 OTHER AUTHORITY HAVING JURISDICTION. INSTALLATION/SYSTEM SHALL NOT BE PLACED INTO SERVICE UNTIL INSPECTED & APPROVED BY SCDHS. 6: s JERICHO,NY 11753 ` 9. ALL WORK MUST MEET ALL LOCAL BUILDING CODE REQUIREMENTS. (516)433-4320 FAX: (516)433-4364 ' ` 10. EMERGENCY SHUT-OFF SWITCHES SHALL BE CLEARLY MARKED AND READILY ACCESSIBLE AND MEET REQUIREMENTS OF NFPA 30A-11.5.3 ALL PHASES OF ENGINEERING DESIGN, STERLING �� ,� L! CODE CONSULTING ZONING ANALYSIS& CREEK �,, � •�• 1 r �, BID SPECIFICATION KE,�•� Y MAP NTS S WWW.HighPointEngineering.com G T `Of E T° w EXIST (1) STORY FRAME 1 - �( CHRIS M TARTAGLIA e ^ UTILITY MAINTENANCE j, BUILDING 8 + J \ « J �vww�, 0 � e / .�•ti.�-w•r , '� ^ 2o,J / •, `\ ,/ J> ' L-..--..r...- . . .............__f N ���� �.F.� ir��/�-�.� 0/1.�, _'1'_`mt'_.._.._ I co rc ry • STEEP •� � 1+,ii�'S f`; x- a ASPHALT ` v x jlil • PAVEMENT F Og •.a 4 � � �� � •� 7 fs i82 ^ WOOD DECK W/ RAILING f PRO ES 1JAL E ,GIN R • J NEW YORK LICENSE No. 078209 ^ s� EXIST. CONC, GRASS AREA s R�, > EXIST. STONE PAD THE EDUCATION LAW OF THE STATE OF NEW / •� WALL YORK PROHIBITS ANY PERSON ALTERING s S` PLANTER STEEP ANYTHING ON THESE DRAWINGS AND/OR THE 6'�. J."t Nr SLOPE ACCOMPANYING SPECIFICATIONS, UNLESS IT IS S , SLATE WALKUNDER THE DIRECTION OF A LICENSED (�' GRASS AREA 'f` . 3S SO,, v, f- PROFESSIONAL ENGINEER. WHERE SUCH �' EXIST. WOOD ALTERATIONS ARE MADE, THE PROFESSIONAL / r 9�. F \\' BULKHEAD ENGINEER MUST SIGN AND SEAL, DATE AND e DESCRIBE THE FULL EXTENT OF THE t I , SLOPE OF (TYP.) ALTERATION ON THE DRAWING AND/OR IN THE i't'` ,��—EDGE PROP. 24"0 STfEEL • CONTAINMENT 'SUMP SPECIFICATIONS. (NYS EDUCATION LAW SECTION BOLTED TO EXIIST. GRASS AREA 1`'1 , 7209-2) TANK MANWAY I � • PROP. EXTENISION OF ^ EXIST. DOUBLLE WALL EXIST, MONITORING WELL I= �4� ? PIPING TO NEEW TO BE ABANDONED PER I �Q PORTION OF • e e CONTAINMENTr :'SUMP �!_ 92 NYSDEC REQUIREMENTS 1 TREES SHRUTO BS 2 ® CLEARED EXlS1T 6,000 GALLON \ v` • tS`, �� EXIST. GASOLINE / g DIESfFI_.ABOVE �r � ' �{ ?�0 "` '. �/ TANK HIGH LEVEL U GROUJND STORAGE O Q TANK' IN DIKE ON ? ti, • } ALARM MOUNTED J w \®� 9'fi� ,;• I TO WALL TO BE EXIST. GASOLINE ri CONC. SLAB ^W ` . � REMOVED DISP +' EXIST. BE }°F' :;GATED STOCKADE -BEHIN, Z ^ 6 _� ;, FENCE J EXIST BELOW \ oo BU�KFi�D _ GROUND • TRANSITION SUMP Q = TO REMAINZ. EXIST. Vp /Y • ° ��`,��•1 °, 4 ° ® r't.` HOSE <' REELS Q Z /W Q, OBUILDING V� OVERHANG Ex�sr. 'y/N,) �G FREESTANDING � • EEXIST (1) STORY FRAME U, SIGN TO REMAIN / RESTAURANT o \ PROP. FIBERGLASS W o, on PROP. 5,000 \ o TRANSITION SUMP Z $ GALLON UL#2085 W/ PROBE BELOW COMPLIANT \ GRADE Cb LINE OF BUILDING ABOVEGROUND \ �, y^)' I ROOF OVERHANG Q GASOLINE Z �` 4BOVE STORAGE TANK WITHIN ° CONCRETE DIKE MATN \ \ % EXIST. 4• p \ \ •;; DOCK EXIST. by ERGENCY HODS / SHUT OF SWITCH �Q /\: ,. / TO REMAIN C C a ITY ONE 444 .I` =;j i' V, Z I i, L EXIST VEEDER �O m I (j;+ ';j ROOT TLS350 PANEL /N FUE-L ei� � +�' �� •I I 'i / ATTENDANTS �jJ AREA Z ��� \ EXIST. ry TO REMAIN m Q e 55'2 CONCRETE I :' I i, I ( / N l ' /. - O O ° 5 � RETAINING WALL;I ' ^ is I{'f) �. EXIST. STOCKADE i'.3 'IV FENCE TO REMAIN i C9 1i'II? ! `f'`f: �r ��� �� ���—THEN EXIST. HOSE ,S/TEAp,,,,c.:.:; REELS TO BE" BREWER STIRLING HARBOR MARINA A/ REMOVED SEE WORK AREA =H To SCDHS JOB No. HM09-091 DETAIL PLAN" '�� • !,e.l EXIST. GASOLINE " • D i DISPENSER TO FACI'JITY REGISTRATION No. 10-0037 1410 MANHASSET AVENUE BE REMOVED EXIST. TIMBER e • Ili 04�1 /� I PILING (TYP.) GREENPORT, NY 11944 �o� GRASS AREA—/ FILE REFERENCE No. 13602 . :' �} EXIST. WOODEN ° 1041�' Y7Q '': I DOCK (TYP.) DISTRICT: 1001 (t �� REPUTED LOCATION OF EXIST SCDHS APPROVAL SECTION: 03 DWFG UNDERGROUND DIESEL STEEP PIPING TO REMAIN (SEE SLOPE) BLOCK: 01 GENERAL NOTE //3) LOT: 01 SCALE AS SHOWN ME BREWOB-01 STERLING J BASIN ` CONNECT NEW DWFG, / DWG a PIPING TO EXIST. 2/28/09 BREW08-01-P13 e DWFG PIPING / 2u. z PROP. RELOCATED -.�......-�..- t DIESEL NEW MP CONCRETE ON EXIST. DIESEL SUCTION ISLAND W/ SUMP/ ; ' PUMP ON WOOD FRAME PUMP & TANK API FILL PORT COLOR CODING PROBE ISLAND TO BE RELOCATED SITE PLAN e ,0 5 BLACK WHITE OVERALL PLOT PLAN 5 ,Z ® = REGULAR UNLEADED GASOLINE / 1 a� - GRAPHIC ' SCALE6 EXIST. HOSE SLOPE r� REELS TO 60 0 30 60 `' YELLOW- REMAIN SHEET N0. (` ) DIESEL FUEL °RANGE GRAPHIC SCALE 10 0 5 10 ( IN FEET ) VAPOR RECOVERY WORK AREA DETAIL PLAN c IN FEET ) 1 inch = 60 ff. , 1 Inch = 10 ft. REV. 3 OF 4 20'-6" (DIKE) EQUIPMENT LIST (ALL ITEMS EXISTING TO REMAIN UNLESS OTHERWISE NOTED) A CD m ITEM SIZE DESCRIPTION g RAINSHIELDS (TYP.) v 1 2" NORMAL VENT PIPE W/ CAP (EXTEND TO 8'-0" MIN. ABOVE TANK) SIGH 2 6" 8oz EMERGENCY VENT .,,' .I o + + + + + 91 3 - (EDGE OF CONE. SLAB VENT DEFLECTOR ASSEMBLY POINT 4 4" OPW F-STOP DROP TUBE WITH OVERFILL LIMITER TO �`� + + + + + + + + + + WITHIN 6" OF TANK BOTTOM ENGINEERING + + + + + 5 1" OVERFLOW PIPE FROM FILL SPILL CONTAINER INTO DIKE ANGLE ANTI-SIPHON 17 NEW BLACK IRON 6 1" PIPE UNION CHECK VALVE AND 7 4" FILL ADAPTER AND CAP - (INSTALL FILL ID TAG PER NYSDEC REQUIREMENTS) 024"0 x 24"H ACCESS UNION 0 3 MANWAY 8 FILL CONTAINMENT CHAMBER W/ DRAIN VALVE - PAINT YELLOW PER API STANDARDS) 410 JERICHO TURNPIKE EXIST. DWFG PIPING a 18 cO TO DISPENSER TO o INSTALL PLUG 0 6 iv 9 STAIR/ PLATFORM/ HANDRAIL UNUSED BUNG SUITE 105 REMAIN 1 U EXIST. BELOW GRADE i 1 p 2" SCH 40 BLACK IRON PIPE JERICHO,NY 11753 TRANSITION SUMP TO z 18 7 I 11 3" PIPE CAP (516)433-4320 FAX: (516)433-4364 REMAIN 12 4" K+6X24# BASE RAIL ALL PHASES OF ENGINEERING DESIGN, O O U - o � . I (TYP. OF 2) 19 + + + + + \ '� 13 SIDE RAINSHIELD CODE CONSULTING,ZONING ANALYSIS& 00 + + + + + 14 24" MANWAY BID SPECIFICATION 4 I I 16 28 8 + 15 + HANDRAIL ON BOTH 15 DIAM PL FRONT RAIN SHIELD 23 + + + + + SIDES OF STAIRS 2 - .� PROP. 2" STAINLESS + + + + + 16 2" VEEDER ROOT TANK GAUGE MAG PROBE (INSTALL NEW CONDUIT/ WWW.HighPointEngineering.com PROP. 3"0 FG /� ` STEEL BALL VALVE COUPLING OVER . DE LEAK 32 + + + + + 2"0 STEEL 21 DETECTION PANEL PR P. REFER TO DETAIL 29 EMERGENCY 24 + + + + � RE-WIRE AFTER SUMP INSTALLATION) C. COUPLING VALVE T 4 FOR PIPING -F -F + -I- -}- 17 EMERGENCY VENT OVERFLOW CHUTE INTO CONTAINMENT DIKE — — — — — — — — — — — — — — — — — — — TERMINATION/ + + + + + 18 6" PROPOSED PIPE STUB WELDED THROUGH SUMP WALL - INSTALL 6" FERNCO CAP CHRIS M TARTAGLIA - -- - - - - - - - - - - - - - - - - SUMP ENTRY + + + + +26 21 DETAIL + + + + + WITH STAINLESS CLAMP @ UNUSED STUB + + + + + 19 PROP. EXPLOSION PROOF JUNCTION BOXY EXIST. DW PROP. DW PIPING 13 + + + + + 20 - PROP. STEEL MANWAY EXTENSION SUMP W/ LID (24"0x24"H)Lu PIPING TO CONNECTED TO `�' + + + + + o 21 2"/3" PROP. 2' BLACK IRON REMAIN EXISTING (TYP, + + + .{- + ON PIPE WITHIN 3 AMERON DUALOY �P 1 3000/L CONTAINMENT PIPING A•��de� ' '; o m 23 TANK SHELL - 1/4" CARBON STEEL I EXIST. RAINSHIELDS (TYP.) SEXIST. 3" FG PIPING 24 - TANK HEAD - 5/16" CARBON STEEL (OVER 2" BLACK IRON 25 - 110% CONTAINMENT DIKE - 1/4" STEEL ��� 82f)13 EXIST. 2° SINGLE cS',• •�. IPIPE TO REMAIN WALL STEEL PIPING A EDGE OF EXIST. CONC. SLAB 26 2"/3" PROP. 3" 90' FRP COAXIAL CLAMSHELL CONTAINMENT FITTING W/ �° -I'$s1C1' '.. AND APPURTENANCES TO BE REMOVED 2" 90' BLACK IRON ELBOW INSIDE FIR OF rwA IN ER SEXIST. GALV. PIPING/ PLAN VIEW A 27 - LIFT LUG NEW YORK LICENSE No. 078209 (CONDUIT STANCHION !SUPPORT TO REMAIN 28 - PNEUMERCATOR LC1000 HIGH LEVEL ALARM W/ PROBE THE EDUCATION LAW OF THE STATE OF NEW 29 - DRIP PAN PLATFORM W NTS DIKE STORAGE VOLUME COMPUTATIONS / 2" LIP YORK PROHIBITS ANY PERSON ALTERING 30 2" HIGH LEVEL ALARM PROBE - PNUEMERCATOR ANYTHING ON THESE DRAWINGS AND/OR THE DIKE SIZE: ACCOMPANYING SPECIFICATIONS, UNLESS IT IS 16'-91" (TANK) 31 - EXPLOSION PROOF JUNCTION BOX UNDER PROFESSIONAL ENGINEER. WHERE SUCH 20'-6'x 10'-10"x4'-8" = 1 ,036.3 Cu. Ft. 32 2" EMERGENCY VALVE MORRISON BROS. 346DI-0500AV ALTERATIONS ARE MADE, THE PROFESSIONAL 1O EXTEND EXISIT. VENT PROP. 2" BLACK IRON # ENGINEER MUST SIGN AND SEAL, DATE AND 90' CHECK VALVE 1 ,036.3 Cu. Ft. x 7.48 GAL./ Cu. Ft. = 7,751 .5 GALLONS DESCRIBE THE FULL EXTENT OF THE RISER TO MIN. HEIGHT NOTE: ALL ITEMS SHOWN AS EXISTING TO REMAIN UNLESS OTHERWISE NOTED. SHOWN z a (WITHIN SUMP) 18 20 ALTERATION ON THE DRAWING AND/OR IN THE W �_ (n'P•) REQUIRED CAPACITY= 1 10� OF TANK SIZE SPECIFICATIONS. (NYS EDUCATION LAW SECTION > > INSTALL 2" GALV. PLUG 0 19 6 28 7209-2) 0 FORMER SUCTION PIPE 6,000 x 1 .1 = 6,600 GALLONS w m PROP. 2 3 CONNECTION 7,751.5 > 6,600 O.K. 3%3" FG 31 ( 21 0 z .I COUPLING 2 0 0 7 28 Z co w 0 (TYP. OF 2) - 00,f Fr -- k'2) 21 � k- EXIST. DW PROP. DW Pr, !NG 26 9 (APIPING TO CONNECTED TU 2p PROP. 24"Ox24" HIGH 14 Z REMAIN EXISTING MANWAY EXTENSION O BOLTED TO MANWAY W/ V 24"0 STEEL BOLT ON LID 30 4 24 23 Z PROP. 24 10 DROP TUBE zaz 13 m o 0 15 `'' 0 Zg o 0 Q \ ZS 16 r. 25 Y Y 0 0 0 co co N "� I � 12 O O 12 FINISHED GRADE EXIST. CONC. SLAB TO REMAIN na SECTI ® N A — A A NTS RIT ADDRESS. 27'-,d" sCDHS JOB No. HM09-091 BREWER STIRLING HARBOR MARINA PPNG TRANSITION°SUMP FACILITY REGISTRATION No. 10-003"7 1410 MANHASSET AVENUE REMAIN ILEVATION VIEW GREENPORT, NY 11944 W/ STEEL MANHOLE TO FILE REFERENCE No. 13602 NTS S C D H S APPROVAL DISTRICT: 1001 SECTION: 03 BLOCK: 01 LOT: 01 SCAI AS SHOWN NPEI- BREW08-01 2E. 2/28/09 DWC,� BREW08-01-P23 .ML. EXISTING AREO POWER ABOVE GROUND 6,000 GALLON DIESEL STORAGE TANK W/ DIKE ELEVATIONS AND DETAILS N N0.• D REV. 3 OF 4 14'-2" (GONG. PAD) 8'-8" (GONG. PAD) ITEM SIZE DESCRIPTION ITEM SIZE DESCRIPTION ITEM SIZE DESCRIPTION 1 -- INNER/ OUTER TANK SHELL - 1/4" MILD CARBON STEEL 19 4" FEMALE COUPLING FROM INNER THRU OUTER WALL 35 3" STAGE I VAPOR RECOVERY CONNECTION CAP - 2 TANK HEADS - INNER: 5/16" IMILD CARBON STEEL 20 TANK SUMP (24„Ox24„H MANWAY EXTENSION EMCO WHEATON #AO099-333 OUTER: 1/4" MILD CARBON STEEL W STEEL BOLTED MANWAY LID) 36 2" GALV. STEEL RISER HIGH 3 -- EMERGENCY VENT DEFLECTOR ASSEMBLY 21 3" DOUBLE WALL PIPING - 1-1/2"0 GALVANIZED STEEL PIPE 37 2" CAP W/ PROBE WIRE FITTING 17'-10" (DIKE) NOTE: CONTRACTOR TO WITHIN 3"0 AMERON DUALOY 3000/L PIPE - COAT 38 4" CAP W/ PROBE WIRE FITTING .33 1 VERIFY STAIR STRUCTURE/ 4 2" OVERFILL PREVENTION VALVE - OPW #F-STOP 1000 EXTERIOR OF FIBERGLASS PIPING WITH A U/V POINT 13'-11" (OUTER TANK) SUPPORT REQUIREMENTS W/ #61FT-0206 DROP TUBE INHIBITING EPDXY PAINT 39 4" 4"X2" GALVANIZED STEEL NPT REDUCER AND EXTEND CONCRETE ENGINEERING SLAB AS NECESSARY FOR 5 -- PNEUMERCATOR LC1000 HIGH LEVEL ALARM 22 3" GALVANIZED STEEL RISER @ VAPOR RECOVERY 40 2 GALVANIZED NPT PLUG ' OVERFLOW PIPE TO PROPER SUPPORT MOUNTED TO VENT FACING FILIL PORT . : ( ) CONNECTION 41 NOT USED J ? n 13'-4" (INNER TANK) 'J DIKE FROM FILL BOX j _ 6 -- VEEDER ROOT INTERSTITIAL SPAICE PROBE #794380-343 23 2" VENT PIPE W/ PRESSURE VACUUM VENT CAP 42 -- NOT USED + + + 7 4" FILL ADAPTER AND CAP _ 24 6" 8oz EMERGENCY VENT ® INTERSTITIAL SPACE 43 6" GALVANIZED NPT PLUG + 8 -- 3 GALLON FILL CONTAINMENT CHAMBER W/ - OPW# 202 SERIES EMERGENCY VENT 49 2" INTERSTITIAL MONITORING PIPE + + + OVERFLOW PIPE CONNECTED TO IDIKE PAINTED 25 -- NOT USED THROUGH OUTER WALL 410 JERICHO TURNPIKE + + PER API STANDARDS 26 3" FRP COAXIAL CLAMSHELL FITTING W/ 90' - SUITE 105 t + + 9 -- STAIR/ PLATFORM/ HANDRAIL JERICHO,NY 11753 OVERFLOW CHANNEL + 1-1/2' GALVANIZED ELBOW INSIDE + o (516)433-4320 FAX: (516)433-4364 FROM VENT + + 10 2" HALF COUPLING THRU OUTER SHELL ONLY 27 6" 8oz EMERGENCY VENT ® PRIMARY TANK CONTAINMENT SUMP TO DIKE ++ + 11 -- NOT USED - OPW 202 SERIES EMERGENCY VENTS ALL PHASES OF ENGINEERING DESIGN, ° + 12 -- 9'0 x 6"H SADDLE SEAL WELDED TO TANK 28 6" MALE NIPPLE FROM INNER THRU OUTER WALL CODE CONSULTING,ZONING ANALYSIS& 1315 1420 24 30 29 35 + + } 13 " FITTING THRU OUTER SHELL (FOR PLOWABLE 29 3" VAPOR ADAPTOR-EMCO WHEATON #A0076 BID SPECIFICATION + + 4 " FILL FOR MFG. ONLY) 30 6" HALF COUPLING THRU OUTER SHELL ONLY 2336 49 17 1 '9 8 + + + 0 31 3/4" GALVANIZED CONDUIT Y `1 34 34 5 + 14 24 MANWAY WWW.HighPointEngineering.com CL z z -- Y 9 a + + + B `i 15 4" GALV. NPT PLUG EXPLOSION PROOF JUNCTION BOX z o Of Q, / 33 3/4" SEAL OFF 0 " ? z �.` ❑ • ( �� ❑ p + + 16 2 VEEDER ROOT TANK LEVEL GAUGE #MTG-8 #846390-107 „ 0 0 z + 34 4 STEEL PIPE STUB WELDED TO SUMP (INSTALL 4 PROP. 32 @ FIBREL/TE MANHOLE COVER SLOPE DOWN CHRIS M TARTAGLIA o • + + 17 -- MANUAL TANK GAUGE MORRISON BROTHERS #818F RUBBER CAP W/ STAINLESS CLAMPS IN W/ 12 FI SKIRT INSTALLED IN 48" 1"(TYP.) EXIST. FIN. GRADE/ O s 0 e + _ SOUARE CONCRETE MAT -► GRAVEL i CO i 10 18 4" 4"x3" GALVANIZED STEEL NPT REDUCER UNUSED STUBS) ,, ;; ,: <•;,, , P o + + + } + + + 2"STYROFOAM PAD AROUND 27 0 FOR co 1.7�o� .. n 1 :3 15 43 27 28 3 13 15 7 � + + + + + + ENTIRE SKIRT PERIMETER + + 9 } + } EXPLOSION PR(DOF 2 6 + + + + + + + 2"x3"REDUCER BOOT W CONNECTION TtJ JUNCTION X PROP. STEP SUMP — �'�t + + + + + + + / E TANK SUMP SENSOR C[' TEST BOOT VALVE — 1/2'THICK HOLD DOWN LUG p OPM,L/RA3.6X2.4 (TYP. } } } } } 3"FLEXIBLE ENTRY y : , WELDED 70 DIKE-SUPPLIED BY BOOT-DPM BS-3.6 OF 2) 3"FLEXIBLE ENTRY f , A + + + + + + TANK MANUFACTURER O I Oh SEE DETAIL 21 2 UNPAINTED GROUNDING LUG BOOT-OPM�85-3.6 .� PT-4 2 6 + + + + + + + (PROVIDED BY TANK <• �C� / p DWFG PIPING TO • MANUFACTURER) 3"FRP 2"GALV. f821. •' a I + + + + + } + + + + + + + + " 1'EYEBOLT TANK FROM DISPENSER p� L CSSt4 .°' + + + + + + + HEAVY DUTY LISTED ,{ 90• PROP. OPW PISCES BELOW GROUNDING CLAMP { � GRADE TRANSITION 7 1'IURBUCKLE N1TFi 40" JAW/JAW ENDS \ 400 ( (PSTF-4630) PROFESSIONAL ENGI R + + + + + + + r �� -COPPER GROUND STRANDED + + + + + + + TANK DIKE WALL CONDUCTOR VEEDER ROOT DISCRIMINATING PROBE NEW YORK LICENSE No. 078209 PROP. 2ir12"LONG FEMALE X MALE SWIVELJ TO BE LOCATED AT LOWEST POINT 'I S.S. FLEX CONNECTOR HOSEMASTER FSMS INSIDE SUMP (SEE SUMP PROBE FEMALE FRP x FEMALE MOUNTING DETAILS THIS,SHEET) 2 6 ' TANK DIKE FLOOR 2"APOLLO 1000WOC MODEL /76-100 STAINLESS STEEL NPT ADAPTOR THE EDUCATION LAW OF THE STATE OF NEW u `' 4'-- .— --'— -'-' --' -- BALL VALVE AS MANUFACTURED BY CONBRACO D t' EYENUT O e "Y. ' "• a INDUSTRIES 2"GALV. PIPE NIPPLE YORK PROHIBITS ANY PERSON ALTERING PTA o . ANYTHING ON THESE DRAWINGS AND/OR THE EDGE OF TANK SLAB 1'ANCHOR BOLT - ACCOMPANYING SPECIFICATIONS, UNLESS IT IS • a , G • • "a', a, — — — UNDER THE DIRECTION OF A LICENSED -- - PROFESSIONAL ENGINEER. WHERE SUCH ELEVATION—SECTION D—D ALTERATIONS ARE MADE, THE PROFESSIONAL REINFORCED n ENGINEER MUST SIGN AND SEAL, DATE AND 4'x4'x4" THICK CONC. SLAB m T OF THE CONCRETE TANK SLAB °ALTERABON ONE THE FTHE DRAWULL NNG AND/OR IN THE d 44 f SPECIFICATIONS. (NYS EDUCATION LAW SECTION ass 7209-2) v r J'4 x 8'COPPER CUD " INS REBAR O 6'O.C.E.W. STEEL GROUNDING ROD ALL HARWARE TO BE GALVANR£DD AND HAVE 2"ex12"LONG FEMALE X MALE A MINIMUM 10,000 L8 WORKING I LOAD LIMIT S.S. FLEX CONNECTOR BY 2"APOLLO 1000WOG MODEL 176-100 " PIPING TRANSITION SUMP 2"x3"REDUCER BOOT W/ HOSEMASTER-FSMS STAINLESS STEEL BALL VALVE AS I 'I TEST BOOT VALVE - DPMJ MANUFACTURED BY CONBRACO (SEE DETAIL THIS SHEET) RA.3.6X2.4 (TYP. OF 2) Z INDUSTRIES: 2'0 GASOLINE 0 _ TANK GROUNDING DETAIL ANCHORING DET'AIL DWFG PIPING TO N.T.S. DOUBLE WALL PIPING: 2"FEMALE FRP x 2" N.T.S. 3'FRP/2"GALI!, FEMALE NPT ADAPTOR 0 DISPENSER (SEE CONTAINMENT PIPING NO*.7 N 3'FLEXIBLE ENTRY A D DIKE STORAGE VOLUME COMPUTATIONS BOOT-GPM/NG TO fff�nnn 3'FRP/2"CAL'— —�-DWFG PIPING TO PIPING FROM DISPENSER DIKE SIZE: TANK D T 0 3"FLEXIBLE ENTff'SS-3 3/4"FLEXIBLE ENTRY BOOT 17'-10 'x10 -10'x4'-8' = 901.5 Cu. 1Ft. Boor-DPM/Bs-36 DPM14S-1.r 901.5 Cu. Ft. x 7.48 GAL./ Cu. Ft. = 6,743.2 GALLONS PROP. DPW FISC:S BELOW GRADE VEEDER ROOT DISCRIMINATING PROBE C 23 TRANSITION SUMP (PSTF-4630) 2"GALV. PIPE NIPPLE TO BE LOCATED AT LOWEST POINT 2 36 REQUIRED CAPACITY— INSIDE SUMP (SEE SUMP HEFT) MOUNTING DETAILS THIS SHEET,) � V PROP. STP SUMP — — 0 SEE DETAIL A 5,000 x 1.1 = 5,500 GALLONS e 4 m � y PT-4 13'-11" (OUTER TANK) 5 z 6,743.2 > 5,500 (O.K.) PLAN VIEW—SECTION E—E o 0 26 38 20 33 g 20 PIPING TRANSITION SUMP DETAILS 34 I 29 SCALE: NTS I� co 35 8 0 o g 3 24 27 7 21 PROP. STP SUMP — Z 1 T 2 126 10 32 43DETAIL T-4 0 33 14 N In 104 LOW VOLTAGE 1 6 TO BUILDING 14 19 / 13 15 31 19 18 LINE OF 49 1 TANK RY NOTE: CONTRACTOR TO VERIFY STAIR STRUCTURE 4 SIZE/ SUPPORT REQUIREMENTS AND EXTEND CONCRETE SLAB AS NECESSARY FOR PROPER I B. SUPPORT 1 21 3/4" PUMPOUT PIPE 49 �' Q�D S/TE ADDRESS. BREWER STIRLING HARBOR MARINA 1 SCDHS JOB No. HM09-091 10" TYP. [DIKE I Y FACILITY REGISTRATION No. 10-0037 1410 MANHASSET AVENUE 6y p I�, I v GREENPORT, NY 1 1944 6 \ 6 FILE REFERENCE No. 13602 SCDHS APPROVAL DISTRICT: 1001 3 PIPE CAP SUMP --� SECTION: 03 BLOCK: 01 0 • 0 PIPING TRANSITION SUMP LOT: 01 (SEE DETAIL THIS SHEET) �� AS SHOWN NPE#'• BREW08-01 DWC e. 2/28/09 TANK ANCHOR — TYP. 4 2'-0" 1. — �; ,, BREW08-01—P33 PLACES—SEE CONCRETE r` J. �`..._; ;' _;( SLAB/ TANK ANCHORING ;� )I (, >` ?� )`- i II t _— } DETAIL—THIS SHEET �,( ;c — �� 6'-0" \ ''t, T lzr- i�0 . #3 BARS 12" 1'-4' MIN. 9'-0" DIA. (OUTER TANK) I 5,000 GALLON GASOLINE GROUNDING 3500 PSI REINF. O.C. EACH WAY FRONT ELEVATION A COMPACTED 21 O GRAVEL OR RCA 10'-10" (DIKE)ROD CONIC. SLAB STORAGE TANK/ NOTE: PIPING TRANSITION SUMP NOT SHOWN THIS VIEW FOR CLARITY HORIZONBTAL—CONTINUOUS TODISPENSfRS RIGHT SIDE ELEVATION ® PIPING/ SUMP DETAILS AROUND HAUNCH PERIMETE 26 ABOVEGROUND 5 , 000 GALLON DOUBLE -- WALL STORAGE TANK Wz DIKE ID SCALE: 1/2"=1'-O" REV. 3 OF 4 I _ LEADER C ABLE MOUNTING BRACKETS NO. O - MATERIAL SCHEDULE CORD P 11 1 AREO POWER STEEL TANK WITHIN MOUNTING BRACKET PROBE COMPARTMENT DIKE RIGID ELECTRIC 2 24"0 X 24"H CONTAINMENT SUMP 18 ¢ 18 CONDUIT MOUNTING BOLTED TO MANWAY W/ BOLTED LID HIGH nn19 •-- SLEEVE3 3/4" RIGID CONDUIT Q 4 DOUBLE POPPET IMPACT VALVE 413' 19 SUMP WALL (STP OR $ OPW #1 OBHMP-5830 1 ¢ 1 3 LINE VOLTAGE TO 3/4" FLEX ENTRY BOOT /7 UNDER DISPENSER SUMP) POINT 6 DISCRIMINATING SUMP SENSOR, •azo' LOW VOLTAGE g PUMP CONTROL Q NOTB: VEEDER-ROOT 794380-322 PANEL JUNCTION BOX DO NOT MOUNT PROBE 4"x 1-1/2" RUBBER REDUCER W/ ENGINEERING PROBE 7 WIRING 3 AssEMeLY To STP uNlr. AIR VALVE - DPM #RA3.9x1.8 10 SEE NOTE 17 8 4%3" RUBBER REDUCER W/ AIR VALVE 9 9 7 BELOW .TYPICAL SUMP SENSOR BRACKET MOi1NTiNG AND STAINLESST -STEEL CLAMPS DPM 11 RA3.9 X 3.0 rB7 TO DISPENSER - B 9 1-1/2"0 GALVANIZED STEEL PRIMARY PIPING 10 3" FRP PIPE - AMERON DUALOY 3000 L - PT-4 2 g ® PT-4 SL1MP SENSOR INSTALLATION NOTES: IF 410 JERICHO TURNPIKE 9 8 1. THE SUMP SENSOR MUST BE POSITIONED AS CLOSE TO THE CONTAINMENT SUMP OUTER WALL AS POSSIBLE. / SUITE 105 APPLY U/V RESISTANT EPDXY COATING TO ALL 2. THE SUMP SENSOR MUST BE MOUNTED IN A TRUE VERTICAL POSITION TO ENSURE PROPER OPERATION EXPOSED FRP PIPING JERICHO,NY 11753 1 4 OF THE FLOAT SWITCH CONTAINED INSIDE. 11 DISPENSER (EXIST. TO BE REINSTALLED) (516)433-4320 FAX: (516)433-4364 3. THE SUMP SENSOR MUST REST ON THE BASE OF THE SUMP. 29 12 3/4" FLEXIBLE ENTRY BOOT-DPM #4S-1 .1 4. THE WIRES BETWEEN THE MONITOR AND EACH SUMP SENSOR LOCATION MUST BE OF A TYPE DESIGNED FOR ALL PHASES OF ENGINEERING DESIGN, USE IN THE PRESENCE OF GASOLINE AND OIL, AND MUST BE BETWEEN AWG 14 AND AWG 18. 13 3/4" THREADED BULKHEAD FITTING CODE CONSULTING,ZONING ANALYSIS& THE CONDUIT MUST BE PROPERLY SEALED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA 70) 30 WELDED TO SUMP COLLAR AND THE AUTOMOTIVE AND MARINE SERVICE STATION CODE (NFPA 30) SINCE THEY PASS FROM CLASS I, BID SPECIFICATION DIVISION 1 OR DIVISION II AREA INTO A NON—HAZARDOUS AREA. 16 2" VEEDER ROOT TANK LEVEL GAUGE #MTG-8 5. FOR STP SUMP PROBE INSTALLATIONS, SELECT A POSITION FOR THE MOUNTING SLEEVE IN THE SUMP AS FAR 17 NOZZLE OPW OR CATLOW AWAY FROM THE SUBMERSIBLE PUMP AS POSSIBLE. 00 NOT MOUNT TO STP UNIT !. 18 JUNCTION BOX - CH GUP215 WWW.HighPointEngineering.com 6. EPDXY SEALANT BAGS ARE FOR TWO WIRE NUT CONNECTIONS ONLY! IMPROPER SEALING OF THE CONNECTIONS 19 SEAL OFF - CH EYD2 WILL RESULT IN INACCURATE SENSOR READINGS AND POSSIBLY FALSE ALARM CONDITIONS. 7. INSTALLER SHALL FOLLOW PROBE MANUFACTURER'S INSTALLATION GUIDE SHIPPED WITH PROBE UNITS FOR , FROM HOSE REEL 20 4"0 GALVANIZED STEEL PIPE COMPLETE INSTALLATION INSTRUCTIONS AND PROCEDURES. t I � • JI -� �"'} �{r;•'ti.i1WW '� a l,° 26 1-1/2 GALVANIZED STEEL ELBOW t � � ,. CHRIS M TARTAGLIA j r i._/ f.r -,_,� .....t `i 1 �.� _. .i 7 �_� 28 2'x2 x2 GALVANIZED STEEL TEE D : VEEDER ROOT SUMP 29 SWIVEL - OPW 1s PROBE MOUNTING DETAILS I 30 '" HOSE SCALE: NTS y z 32 2" EMERGENCY VALVE MORRISON BROS. ���grF.*,a �\ `I, f ` #346D1,0500AV /fie' GQ� Tq4 36 1-1/2" EXPLOSION PROOF ELECTRICAL co ~ iI i;i '1 SOLENOID ANTI-SIPHON VALVE NORMALLY v 2" GALV. VENT RISER 30 CLOSED) WIRED TO OPEN UPON ACTIVATION OF STP/ CLOSE WHEN STP TURNS OFF A: STP SUMP LATERAL SECTIONS FILTER 38 4" CAP W/ PROBE WIRE FITTING SCALE.• NTS l 43 1-1/2 HP STP - RED JACKET 1 45 DISCRIMINATING TANK SUMP NOTE: REFER TO DETAIL B FOR ACTUAL DISCHARGE PIPE EXIT DIRECTION SENSOR, TO HOSE REEL VEEDER-ROOT #794380-352 PROFESSIONAL EN EER 46 3'x3' STAINLESS STEEL FORMED NEW YORK LICENSE No. 078209 PNEUMERCATOR O I 1!r:tz�.C I.! I �' I I ' i I l c. _� _I CONCRETE ISLAND LC 1000 HIGH LEVEL 47 1-1/2" THE EDUCATION LAW OF THE STATE OF NEW PT-4 ALARM MOUNTED TO (9 VALVE PS GO WOG YORK BALL YORK PROHIBITS ANY PERSON ALTERING 2 LINE VOLTAGE TO VENT RISER FACING PUMP CONTROL FILL PORT ANYTHING ON THESE DRAWINGS AND/OR THE PANEL O A 48 MECHANICAL LINE LEAK DETECTOR ACCOMPANYING SPECIFICATIONS, UNLESS IT IS UNDER THE DIRECTION OF A LICENSED 1 H 55 MANWAY 24" DIA. PROFESSIONAL ENGINEER. WHERE SUCH 56 1/2%6" LONG ANCHOR BOLTS ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN AND SEAL, DATE AND TANK LEVEL MONITOR PROBE � \ " ,� z 46 57 1 1/2"X12" MxM SWIVEL FLEX CONNECTOR - DESCRIBE THE FULL EXTENT OF THE 16 _0 1 4"Ox6" LONG PIPE STUB v HOSEMASTER FS MS, W/ HEAT SHRINK ALTERATION ON THE DRAWING AND/OR IN THE g WELDED TO SUMP COLLAR CONTAINMENT BOOT-BY FLEX-ING #YJHSO3 SPECIFICATIONS. (NYS EDUCATION LAW SECTION � (TYP. OF 3) 12'" fO 18 7209-2) 4 58 DISPENSER SUMP - OPW g (ORDER TO MATCH DISPENSER) - --- --- - i 19 59 2%1-1/2"o 90' REDUCING ELBOW GALV. KID TANK GASOLINE BLACK IRON @ DIESEL - --- - - - WARNING TO LEAK f 57 60 PIPE NIPPLE (GALV. ® GASOLINE/ Z ° 18 WHEN ALARM SOUNDS BLACK IRON ® DIESEL) 0 ° 4 0 RUBBER CAP DETECTION 0 UNUSED PIPE TANK IS FULL PANEL 3 12 61 2' FEMALE FRP TO MALE NPT ADAPTOR g 9► $ STUB (TYP. OF 2) DO NOT OVERFILL 62 3" FLEXIBLE ENTRY BOOT-DPM #8S-3.6 J ( 0 PEA BA KFIALLE� 63 2"0 FIBERGLASS PIPE—AMERON DUALOY 30010/L v \Q Z o ® 0 59 64 3"0 FIBERGLASS PIPE-AMERON DUALOY 3000/L (l 7' r(l i „ Z 65 2"X3 REDUCER W/ AIR VALVE - DPM# 0 3 OVERFILL ALARM SIGN RA3.6X2.4 (1 LOW VOLTAGE PROBE 6 62 66 DISPENSER SUMP STABILIZER MOUNTING BAR WIRING TO LEAK SEE PROBE MOUNTING KIT 8 DETECTION PANEL THIS SHEET A 0 10 1 0 9 ELEVATION 4p A, PIPING TO PT-4 DISPENSER B : STP SUMP HORIZONTAL SECTION DISPENSER o o SCALE: NTS E : GASOLINE TANK: OVERFILL ALARM SIGN ATTACHED TO VENT RISER DETAIL SCALE: NTS PIPING UNION � FILL RISER ANCHOR BOLT MOUNTING FLANGES DISPENSING AREA ¢ 56 46 PROP. STAINLESS 20 FT. 20 FT. STEEL CLAMP 6M 6M 04 . 18 IN. O O 18 IN. 18 !� I 0.5 M 0.5 M 0.5 1� : ' I EXIST. DOCK BOARDS in \ ` J 57 EXIST. BULKHEAD 65 4 1/2" ... • ' : •. •.. •. • A GRAVEL—� - GC TO INSTALL LAMINATED ALUMINUM �� PE LABEL TO DEPICT INFO. REQUIRED PER `I SPFAOORESS. NYSDEC CODE (SEE DEC NOTE) DOUBLE WALL 58 BREWER STIRLING HARBOR MARINA PRODUCT LINE (TYP.) SCDHS JOB No. HM09-091 63 62 PLAN VIEW .' .::..:.: : .::. . .:.•` 61 59 64 6o FACILITY REGISTRATION No. 10-0037 1410 MANHASSET AVENUE } .. . ....:. o' �: . .. . 20''' . _... .' i i 1• FILE RIJI' GREENPORT, NY 11944 `(6M) .:. 6 i i r --I j ? i REFERENCE No. 13602 C: DETAIL OF DEC REQUIRED TANK SEE PROBE MOUNTING SCDHS APPROVAL DISTRICT: 1001 THIS SHEET SECTION: 03 LABEL MOUNTED TO FILL RISER oas BLOCK: 01 SCALE: NTS SECTION A—A LOT: 01 SCALE AS SHOWN HP- }' BREW08-01 DEC NOTE: DEC LABEL TO DEPICT THE FOLLOWING INFORMATION F: DISPENSER DETAIL ' 2/28/09 OWC{' BREW08-0 1-P43 (FILL IN BLANKS AS DEPICTED BEL.OW: .20 >T .20 SCALE:SCALE. NTS Tom' {P.! 1,a1 I Fi' CERTIFIES THAT THIS TANK .:' . ... : ..•. (6M).: WAS INSTALLED ACCORDING TO NYS DEC PBS REGULATION 6 NYCRR PART 614. 1fHIS TANK WAS : ' : MANUFACTURED ON !),al BY I , I II II ;,., ;I I II I I TANK SUMP/ DISPENSER (MODEL GALLON; UL #1316) REFER TO THE MANUFACTURER'S TANK WARRANTY LIST FOR % OF � � • : • ' • . •• ••. ' SUMP DETAILS VOLUME OF PETROLEUM ADDITIVES THAT MAY BE STORED WITHIN THIS TANK" CLASS I, DIV. 1 CLASS I, DIV. 2 HEFT N ELECTRICAL CLASSIFICATIONS C� DISPENSING AREA PER NFPA p d NOT TO SCALE REV. 3 OF 4 I