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Home My WebLink AboutSeldovia Bulk Fuel Upgrade May 12, 2005Alaska Energy Authority,Rural Energy Group CONCEPTUAL DESIGN REPORT rayaeaeaio}FwieuPhienAF=.nePPaaPaSELDOVIA BULK FUEL UPGRADE May 12,2005 Prepared by: Glen Oen,PE A\LCME.. 139 East 51st Avenue Voice:(907}273-1830 Anchorage,Alaska 99503 Fax (907)273-1831 The current "neutral"stance that AEA [and you]have chosen,does nof in any way release you or AEA of the role you each played,the responsibility you and AEA had,nor the problems that have been created.The intended original operational term length of the entire Facility was agreed upon, and are still today being supported by those involved including past and present SFL owners, Seldovia City Manager at the time,and Project Engineer of Record for the upgrade.All of whom agree,what is currently in place is not what was agreed on,of which,you also agreed to during our three-way phone call together. *Again David,we are NOT looking for influence on any negotiations.We are in fact looking for clarification regarding the original agreement and Facility lease addendum that was to be part of the project termination documentation,about which you have personal knowledge.If the Facility lease addendum had been completed,none of us would be spending time on this today. In summary,while AEA has apparently been advised to remain neutral in these current negotiations, AEA and you personally David,have a moral and ethical duty as an Alaska business and economic "proponent"to clarify the original agreement of Facility operations under which SFL conveyed its assets. **At a minimum,AEA should state to the City of Seldovia that an Addendum to the Facility description of the Facility Lease should have been done upon project completion to reflect all installed components and their proper locations as per the as builds. |look forward to your timely response. Respectfully, Dan Blodgett From:David Lockard <DLockard@aidea.org> To:D Blodgett <blodgettd|@yahoo.com> Ce:David Lockard <DLockard@aidea.org> Sent:Monday,April 9,2018 7:22 PM Subject:RE:SFL Response from AEA Dan- |appreciate your patience.The project was completed in 2007.At your request,AEA has combed its files and sent you and the City of Seldovia all of the project information and records we could find. AEA management has discussed the lease issue and determined that AEA does not have a role toplayintheleasenegotiationsbetweentheCityandSeldoviaLubeandFuel. Respectfully, David Lockard From:D Blodgett [mailto:blodgettd|@yahoo.com] Sent:Monday,April 09,2018 7:03 AM To:David Lockard <DLockard@aidea.org> Subject:SFL Response from AEA David Lockard pues From:David Lockard Sent:Tuesday,April 10,2018 4:34 PM To:Janet L.Reiser (jreiser@aidea.org) Ce:Bryan Carey;Timothy J.Sandstrom;David Lockard Subject:Seldovia bulk fuel tank farm lease issue Attachments:Seldovia Bulk Fuel change of project manager Janet- |am still hopeful that this issue can be resolved amicably between the City and Mr.Blodgett.However,after reading the message below,|recommend AEA ask for input from the Dept.of Law. David P.S.Ron Brown took over as project manager on 4/11/06,as you can see in the attached e-mail.The Denali Commission project description is here. From:D Blodgett [mailto:blodgettd|@yahoo.com] Sent:Tuesday,April 10,2018 3:11 PM To:David Lockard <DLockard @aidea.org> Subject:Re:Response from AEA -Required Clarification by SFL David, |will clarify a few things for you and AEA. You are correct in that the project was "deemed"complete in the Fall of 2007. Thank you,for forwarding what you and AEA had with regard to project files to SFL and the City. You are also correct,in that you should have no role in any negotiations.However,here is where situational clarity is warranted. AEA,in fact,had the biggest role in this joint venture.Due to the failure of AEA employees to complete vital project documents [Addendum to Facility description as promised]at the end of construction to reflect the AGREED UPON TERMS of operations -AEA in fact has a significant role both past and present. You personally,David,had first-hand knowledge,and worked on the project from inception.You are also aware of the terms that were agreed upon by all for SFL to give its assets to the city in order to obtain Denali funding.Your reference to being complete in 2007 is not entirely correct.The proper documentation was never completed.Therefore,SFL has been operating under the assumption the Facility lease was correctly updated upon project completion,when it was not.Due to the /ack of documentation there is currently no lease in place for most of the facility. The lack of documentation follow-through by AEA has led to a family business being stripped from its owners.As well as incomplete descriptions of responsible parties for known installed components of the Facility,in multiple Federal documents. 1 From:David Lockard <DLockard@aidea.org> To:Dan Blodgett <blodgettdi\@yahoo.com> Sent:Wednesday,April 11,2018 3:02 PM Subject:RE:Engineers letter Please do.Thank you.David From:Dan Blodgett <blodgettdl|@yahoo.com> Sent:Wednesday,April 11,2018 11:55 AM To:David Lockard Subject:Engineers letter David, If it would help,|can send the letter Glen wrote for you to read? Dan David Lockard From:Dan Blodgett <blodgettdi@yahoo.com> Sent:Thursday,April 12,2018 3:48 PM To:David Lockard Subject:Re:Engineers letter FYI David, I'm sorry to hear that,hopefully nothing too serious. Thank you for the heads up. I'll look forward to hearing from you upon your return. Vitamin C and water ! Dan On Apr 12,2018,at 17:24,David Lockard <DLockard@aidea.org>wrote: Dan- I am sick and out of the office.Will probably return Monday. David From:D Blodgett <blodgettd|@yahoo.com> Sent:Wednesday,April 11,2018 2:30 PM To:David Lockard Subject:Re:Engineers letter FYI David, |have given Glen's letter to the city manager today as well in order to share with the council tonight. |also have the addendum to the Facility Lease that Glen has re-written for submittal to the City.As you had mentioned,there were no more funds for our project.|will be paying Glen accordingly for his time to complete this work.It is only fair. lam awaiting your/AEA response to my email before submitting the addendum to the city. Again,your support/backing for completing the proper documentation as it should have been is warranted and requested as soon as possible please. Sincerely, Dan Blodgett Hello again David, 1 have not wanted to bother you with a phone call,as |know you have been busy. However,it has been a few weeks and a couple unanswered emails since you stated there would be an AEA "Response" after internal discussions. |have received Glen's additions to the Facility lease as we all discussed over the phone.|was just awaiting your input. Could you shed some light on the status please? Thank you, Dan April 10,2018 Design &Municipal Services.LLC Dan Blodgett President Seldovia Fuel &Lube Drawer C Seldovia,AK 99663 City Manager City of Seldovia Drawer B Seldovia,AK 99663 To Whom It May Concern: |am the Engineer of Record for the Seldovia Bulk Fuel Upgrade project constructed between June 2006 and November 2007.It has come to my attention that there is an issue with Seldovia Fuel and Lube (SF&L)concerning the Lease of the bulk tank farm and associated distribution pipelines located on Lots 1,2,3 &4,the dispensing station,day tank and truck fill station located on Lots 1 &2,and the marine dispensing station and the marine headers located on the City Dock. SF&L and the City of Seldovia (City)entered into negotiations in good faith assuming that all Leases would be honored to include the entire Facility,including all tanks,piping,equipment and other improvements on the properties listed above.Now it seems that the City is only considering the bulk tank farm to be included in the Lease.This certainly was not the intent of SF&L,nor the Cities during the planning stages and at the time of construction. |strongly support Mr.Blodgett's position that all the above referenced improvements be included in the Facility Lease as originally intended,including the right to access the portions of the properties where these improvements are located for the purpose of operating and maintaining the Facility. SF&L was the owner and operator of the Bulk Fuel Facility prior to the upgrade project.They transferred ownership to the City as a requirement of the Alaska Energy Authority grant agreement to renew the Facility,in exchange for the right to operate the Facility well into the future while they continued to rent or lease the Lot 1 Building from the City.SF&L still owns the tank property and the City still owns the remaining Facility property. If necessary |can be contacted at 907-273-1809,or at 6700 Arctic Spur Road,Anchorage,Alaska 99518. Sincerely, LE 200.>7 Glen M.Oen,PE GMO:gmo:70273.18 a 9 MAURER OF LARA:NMINY 6 ATION KADER Oe COIS EXHIBIT B ctPLOTTINGDATE:3/17/08(16:45)BY:mrayerAUTOCADDRAWINGMAME:06-761SaneDrowRECORD DRAWINGCityDock|\1 |Lot 1 Buildingcoe>\Rw-2-\.4 Fuel Dispensers |"7OTYD00N,ste ae .ae[sere woe .\oesN.;o .; A oe eos MOTOR VEMRLEMAINEHEADERANDSHORELINEaert!DISPENSINGSTA"BueBn TRANSFER en -”SEE SHEET CH10 wad BULKFUELUPGRADESELDOVIA,ALASKAALASKAENERGYAUTHORITYSor Marine Coe ane c-7Cargo Header Marine Fuel Dispenser Pump House 7s SURVEY CONTROL:Truck Rack crocwn 'CEES CANS,ARE BASED ON A FIELD SURVEY PERFORMED BY SEABRIGIT SURVEYING ON JUNE 22,2004(SEABRIGHT SURVETING J08054)).e r &FIRE wrbmanT2BASISOFHORTTONTA,COORDINATES:A LOCAL VALUE OF NONTIING 4256.8911 AND EASTING 52207258 bt BELOW GRADE WEAyi,FOune)20 mics BASS Cae SET Br even.Wiual Aud nA'ES (Pes)190?AT-he Pont OF REY @0xTANGENCYLOT&BLOCK7Fi 7 OF WA TERFRON:5 SELDOWAEISTROCTPLATpOti0.(SEAQUOTTSAREWING PT:#99)©=STomw ORAN MANHOLE oe3MASSOFINERECORDVALUEBETWEEN9MFOUNDMONUMENTSSETBYTheyATTHEPORTOFDayTank.ae O -SANTARYSEAERMANHOLE a?TANGENT LOT OOK ?Aa)WE POMI OF CORVATINE LOY Be BLOCK 7 OR ME RAD 'vr Pi line x UGHT (ELEC ICAL)3SUOONESIONNOLSSELDOWARECORDINGDISTRICTPLATg81 10,MOCH BEARS NORTH GE'S7O7"WEST.pe ©UmTY Par z(EAGHONT SUAVERNG BL B98 OO B07)TELEPHONE PEORSTAL 8 a4.BASS OF VERTICAL CONTROL:IME BASS OF VERTICAL DATUM IS ASSUMED.THE ASSUNED DATUM -s-SAMTARY SEWER UNE o<ESTABLISHED PI.98?AT AN ELEVATION OF 97.21 AND)PT.#99 AT AN ELEVATION OF 97.48.=&-SO-STORW ORAM UME5RENEAEPETTEMPORARYSEWNMARKSESTAMISIEDASSHOWNTHEYARE2°AuuMinnadCAPSSETOWAS/8"REBAR SET FLU!BEND CONCREIECURES.THE TEMPORARY BENCH TA ARR UePAVEMEFOLLOWINGCOORDINATES:"U6/E-UNDERGROUND ELECTIOG Taw-t:(PT g62)OH/T OVERHEAD ELECTINGrasita.J098 UG 1-UNDERGROUND TELEPHONEF5163"OF T>QVERMEAD TELEPHONE--SLOW OTAPaz(Pr,(Sen s702 ABO ORADE050000127=-PROPERTY UNE000.02 Wk OT¢T2)lonmane or:tan2487.lenecxeeOrr O60[=6604 7698n96.88 leat:02/73/08500ER:O8 70'seats acs SHOWN PROJECT LAYOUT PLAN ;c)Es 100 a OF(-\PROJECT LAYOUT PLAN -_-_C-4WC- Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report EXECUTIVE SUMMARY This report has been prepared for the State of Alaska,Alaska Energy Authority (AEA)Rural Energy Group.The purpose of this report is to provide the basis for development of a new fuel system design,and to identify construction scheduling and costs related to upgrading the fuel systems in the community of Seldovia,Alaska. The participants in the proposed fuel system upgrades include: e The City of Seldovia; e Seldovia Fuel and Lube. As part of the development of this report a site investigation was performed on March 1,2005. During this investigation potential tank farm sites were investigated,the existing fuel systems and tanks were inspected,and a meeting was conducted with representatives from the City of Seldovia and other interested persons from the community. As a result of the findings of the site investigation,locating the new bulk tanks within the confines of the property where the existing bulk tanks are located is preferred.An alternate site has also been identified.The alternate site has the additional advantage of being slightly further from residential areas while still being close to other systems. The existing motor vehicle dispensing station,marine dispensing station,and marine headers will remain in their current locations.Relocating the truck loading rack in front of the bulk tank farm is proposed.Truck loading rack should be separated from the motor vehicle dispensers by a fence.Some site control issues exist for the proposed truck rack location.It is anticipated that all site control issues can be resolved. The proposed fuel facility upgrade will completely renew the existing bulk fuel storage and distribution system.Existing bulk tanks are in poor condition and not suitable for reuse.New bulk tanks will be 49,500 gallon vertical tanks which will result in cost savings for both tanks and foundation footprints. The proposed fuel storage tank shell capacities for the new facility including dispensing tanks are 101,000 gallons of #1 Diesel,152,500 gallons of #2 Diesel and 105,000 gallons of Gasoline. The selected tank shell capacities will accommodate the current split in fuel usage as well as anticipated changes in the market demands.In addition,capacities will accommodate a substantial increase in fuel demand since Seldovia can receive fuel year round. The Budget Cost Estimate is approximately $2,582,370 and the cost per gallon of gross storageis$7.20 based on a gross shell capacity of 358,500 gallon.The estimated budget cost includesfacilitydesign,construction administration,permitting,regulatory plans,construction costs,and a 15%estimating contingency. CILCMF.EX-1 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report TABLE OF CONTENTS EXECUTIVE SUMMARY EX-1 L INTRODUCTION 1 A.CONTACTS ooo cecccccccccc ces ceccecceseeseeaeeeeeaeeseeneeeeeenseeeecesaeeseceseecereeeeeeeeaeeaseareneeerens 3 1.Project Team ........eeccccecccccesccceeseeceneeeeeaeeesaeeeseaeeeseneeesneeeesneeseeeeseeerseeeeess 3 2.Participants oo...ccccceccescencensceseeneeeseccseeeceaeceseesecsaeenaeeeeeeaeerseeeeeettensees 4 3.Subconsultants ............cccecccessccesecesceeseceesecsaceeseecnseeeseeecaeceeeeeaeeeneeeeeesneees 4 4.Additional Comtacts ...........cccccccccccecesececececeeeeeseneeenaeeeseaeeessaeeesueeeeenneestaees 4 B.APPLICABLE REGULATIONS,CODES AND POLICIES........0..0c cesses 5 1.State and Federal Regulations................cccccccccsccessecesseceeseeceseessssseeeseeeees 5 2.Kenai Peninsula Borough Enforceable Policies .........0...0.:eceecceseeneeeeeees 6 Il.EXISTING FUEL SYSTEMS 6 A.GENERAL OVERVIEW...........ceccecccesceeccesceeseeeeeeaeeeeecsneeseeseeseeeseceeceenaeeeseeeeeaee 6 B.EXISTING FACILITIES LAYOUT 0000000...occeccccceceeeceeeeceeeeeeecteeeeeeseaeeeeenseeeeeess 7 1.Bulk Tamk Farm ..0.......0..cccccccesccccessesseeeeceseceseessceseenseessecseessseneecaeenseesseesees 7 2.Motor Vehicle Dispensing Station ............0...:ccscceseeeeesceeeeeeeeeeeeeeeeneeeteeneees 8 3.Marine Dispensing Station 0.0.0.0...ccceecccseceeeneeseneeseseeeeeeeneesseeeseestseenneesas 8 4.Marine Header and Bulk Transfer Comnection........0.......cceceecceeseseeeeeeeeees 8 5.Susan B.English School..............ccccceesscceeseeeeeneeeeeereeeeeaeeeseeecseesesneseeeeees 9 6.Lakeside Terrace Senior Housing .............:ceccecceceeseeseeseeeeeneeaeeeeeeeseseseeens 9 7.Backup Power Plant .0...........ccccescceesseceeceeseeeeeeeseeeeesneecseeeeesenesssesseenesees 9 8.Alaska Tribal Cache .0......0..cccccceeceececeeereeeeeseceeeeeceeeseaeesnneseseseeetneeteeeeats 9 9.Main Street Market........0....:cecccccceececeteceeneceneceneeeeneseeeseaseeseeeeeseseseeeeneeny 9 C.EXISTING TANK STORAGE CAPACITY SUMMARY..........0..cesses 10 D.CURRENT FUEL USE 0.00...0.cccccceeccceccecccecceeeeeeeeeeeneeeecesecereeateneeteesaesseeetenaees 10 II.PROJECTED FUTURE FUEL USE 11 1.Population Growth oo..0...0.ccc eecceeescceeeeeeceeeeeseneeeeeeecesneesseessseesenesensaes 11 2.Energy Demand/Historical Consumption Trends............00..0 eee 12 3.Storage Shortfall/Rationing ........00...00ccccceececeeeeteeeenseeeneeneecenseeessessaeenas 12 4.New Sources of Demand .............0..ceccceeeseeeseeceeneeeteeeeseneeeteneeeeseeeenaneres 12 5.Alternative Sources of Energy ..............:::ccscceeceeeeeeteeeseeessesnecensteeseeseaes 13 6.Fuel Storage Requirements ........0..0..:ccceccescceeeeceeeeeeereeneetesceeeeseeeeseeeiey 15 IV.PROPOSED NEW FACILITY 15 A.SITE SELECTION ........0.ccccccccccccccceeceeceeceeseeseeseeaeseeeeecseeesesaeseseseessesesasensesseneeaes 16 B.SITE CONTROL..........ccccccccccccccceececeeeeeeeeneceeeceneceresaeseeeseeeeasesseeesecesensseneeenecneees 19 ,CLCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report C.SOIL CONDITIONS ...00....ccccccceccccccceccecceeceeeeeeeececeeeeseeeeeeseecereeeseresseseesaeeaeenes 19 D.COMMUNITY FLOOD DATA....00.0o coe cececeeeeenceeceeeeeeeeeeceeseseeteeseeeeenenneeetey 20 E.LOCAL FILL MATERIAL ..0...o.ecececeeeceeceeeceeteeeeeeneeeeeeeeeeanseceeesenaetesesisesateneees 20 F.TANK FARM FOUNDATION 0.000 ...ccccceeceeceeeeeceeeeeeneeeseeneeeseseneveeceseessenneeeateas 21 G.SECONDARY CONTAINMENT..............cccceeeeeeeseeeeeceeeeeeeeeeeeeeeeseseeeeeeeeenneea 22 H.TANKS 0oooccccccccc ccc cecceecesessessecaesaesacesccscescesaeeaesseesesseseeeeeseaeesteesseetersseeetereesentes 22 I.BARGE OFFLOADING .....0000..0.ceccecceeceeceeceeceeseeseeeeeseeseesesaeeaesseseeeeceseeseeateaeenes 24 J.TANK FARM PIPING 1.000...cccccccceecceeceecceeceeseseeeeeeceeecsecececaeesaeeeeesnesseenseenteeseess 24 K.FUEL DISTRIBUTION.............cccccccccceccssnnccceeeeeeseeeeeeeeeeceseessaaaeeeeeceesesneeeeeeees 25 1.Motor Vehicle Dispensing Station 0.00.00...cccccssceseseeeteenesneseeeeereenseeees 25 2.Marine Dispensing Station ..............0.cccccesesseesseceeneeeeeneeesnneeeeneeeseneeetenees 26 3.Truck Loading Rack................:.:ccceccceceeeesccceeeeeeeeeseaceceeenceeeeseaneeersnaneeess 26 4.Bulk Transfer Connection .00...0..0...cc ececceeceeeeeececeeeeeeeeeseeeaeesseeasensetesenaes 26 L.ITEMS SUITABLE FOR REUSE.....00..0.eecceecceeeeneeeeeeeeeeeeeceeneeeticeesenneeneanees 27 M.OWNERSHIP AND OPERATION...0000...0...:cccccceccccseeseeeeeceecececereeressenenenseeenetats 27 N.SPILL RESPONSE REGULATORY PLANS............:::cccceceeseeeeeteeeeeeeteenteeneees 27 O.PERMITTING....000.0...ccccccecccesceeseeeeeesceeceeeeeeeeesceeseceesseesaeeeaeeseeneeeseseeeseseareneenates 28 1.Fire Marshal Review ............:ccceccceecscssceeeneceacevesecsaeeesseveecesecenseeenteseaeenas 28 2.Environmental Assessment............0.2.c:::cccccecceeceeeeeeeeeeseeneeeseeesenseeneeeneeenes 28 P.CONSTRUCTION METHOD...00000.o.oo ccccccecccccceeeee eee eecceeeeeseeeeeeetaeeeeseaaseeentaaeees 29 1.Local Labor.........cccccecceccceceeeeeeeeseeeceeseeeseeecencesaeenecsneeneeseeseeesereeieeerenaees 29 2.Local Equipment .........0....cccceccecceeceeeceseeceseeneeseeeeseseeeceeesesaeessensacesesseenaes 29 Q.SCHEDULE ..o.oo..occccccccccccccceccecceceeceeseeceesecsecaeeaeeecceseeseesecaecaeeaesaessesesseeneeneeneeas 29 R.BUDGET COST ESTIMATE..............0ccccccceseeceesceeeeeceeceeeceseeeeeseeseneeeseeneenetaeeaes 30 APPENDICES Appendix A:Site Control Data Appendix B:-Flood Hazard Data Appendix C:Conceptual Design Drawings Appendix D:Budget Cost Estimate Appendix E:-_Geotechnical InformationAppendixF:-Local Labor and Equipment Appendix G:Fire Flow Data Appendix H:Manufactured Containment Systems Appendix I:Code Criteria CILCMF.il Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report I.INTRODUCTION The Alaska Energy Authority (AEA),Rural Energy Group is pursuing grant funds to upgrade rural bulk fuel tank farms.A total of 171 communities have been ranked in order of need,based on the condition of the tanks,piping,and liners.The following terms and conditions of the program will affect your community: Most of the funds are federal and provided through the Denali Commission.Other federal funding may be available from HUD (ICDBG)and the Environmental Protection Agency (EPA).Additional funds may be available from the State of Alaska,through the Department of Environmental Conservation and the Department of Education. In order to receive grant funds,each community must first produce an acceptable community plan for development.The Denali Commission defines a community's Community Plan as a road map for how the community wants to develop.A Community Plan should include current and historical information regarding the community as well as a plan for the future.A Community Plan is an umbrella document that is made complete by various infrastructure and program specific plans.Other plans that a community develops should fit into a larger comprehensive document -or -incorporate the items listed below into the current plan.For example,an Indian Housing Plan or CEDS Plan may be considered an acceptable plan if it speaks to the nine points listed below. Community vision (developed by community) Community goals and objectives (developed by community) Community involvement and process (community) Background for planning Economy and Population summary Land use summary Community facilities and utilities summary Transportation summary Implementation of the planOSANAUNAYN>Agency Coordination:In an effort to coordinate and begin using the same information for community document,the Denali Commission suggests that communities first check with state and federal agencies to review information that is collected on their community and to pull data from those agencies rather than pay someone else to gather it for them. Possible Resources:The Denali Commission does not want to create additional hardship on communities as they strive to meet this planning requirement.They encourage communities to use existing plans and simply add in information that may be absent for that particular planning standard.Agencies can be a tremendous resource as can some regional organizations including housing authorities,health corporations,non-profits, CLCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report boroughs,CDQs,ARDORs,and School Districts.Successful plans are locally developed and regionally supported. ¢In order to receive grant funds,each community must demonstrate that the proposed facility will be sustainable with a Business Plan under Denali Commission policies.The business plan must describe who will own the facility,and how it will be operated and maintained.The plan will need to describe how the community will collect funds to pay for operations,maintenance,insurance,major repairs,and long term replacement. Typically a community may need to add a fuel surcharge of approximately $0.20 to $0.50 per gallon to cover these costs.A business plan will be prepared as part of this project for review and approval.The business plan must be signed prior to starting construction or procurement e The program will upgrade the existing bulk fuel and dispensing facilities in your community to be regulatory agency and code compliant.The tank farm is provided with a secondary containment to prevent spills from contaminating ground water and waterways.Fuel dispensers and pumps are included.Fencing and lighting are included for safety and security.Current required regulatory plans are provided as part of the project. e New tank farms are funded,designed,and constructed in three phases:Phase 1, Conceptual Design;Phase 2,Design Completion;and Phase 3,Construction. e During Phase 1,Conceptual Design,staff from AEA will visit a community,discuss the program,and work with residents and the local government to select a site for the new tank farm. «At the completion of Phase 1,Conceptual Design,the community will be requested to review and approve the proposed locations of the bulk tank farm and associated systems, the number and volume of fuel tanks.The conceptual design must be formally approved by resolution. ¢During Phase 2,Design Completion,the design for the new tank farm will be completed. An environmental assessment will be prepared and site control documented. e Each community will be requested to provide "in kind”contributions by providing land for the new tank farm and free use of local heavy equipment.The grant funds pay for fuel,maintenance,and repairs during construction. e Project may include local hire and construction trade training programs,subject to Denali Commission funding. CLCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report e Exclusions: Project does not provide funding for purchasing bulk fuel to fill new tanks Projects do not typically decommission existing tanks and pipelines. Project does not include remediation of contaminated soils. Project does not include purchase of lands. This report has been prepared for the Alaska Energy Authority Rural Energy Group to identify the design basis for the development of a new consolidated bulk fuel storage tank farm and distribution system in the community of Seldovia,Alaska. This report includes a review of the existing bulk fuel systems in the community,an analysis of future fuel needs,a conceptual design for the replacement/upgrading of these facilities to meet these needs,a proposed project schedule,and a budget cost estimate for the project. The participants in this project are as follows: e The City of Seldovia; e Seldovia Fuel and Lube. A site inspection was conducted on March 1,2004 by David Lockard of AEA,and Glen Oen of LCMF LLC.The investigation included an inspection of the existing fuel systems,inspections of alternate new tank farm sites,and an open meeting which included representatives from the City of Seldovia and other members of the community. Subsequent data gathering was performed by Glen Oen of LCMF LLC.Subconsultants used for this project are Rick Elliott for site control research,Duane Miller and Associates for geotechnical investigations,and Aurora Consulting for business plan development. A.CONTACTS 1.Project Team Alaska Energy Authority.|813 West Northern Lights Blvd,Anchorage,AK 99503 David Lockard Project Manager (907)269-4541 Kris Noonan Rural Power Systems (907)269-4697 Rebecca Garrett Alternative Energies (907)269-4624 Reuben Loewen Alternative Energies (907)269-3027 Fax (907)269-3044 GILCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report LCMF,LLC:139 East 51°Ave,Anchorage,AK 99503 Glen Oen Project Manager (907)273-1809 Fax (907)273-1831 2.Participants City of Seldovia: Rhonda Haynes City Clerk (907)234-7643 Fax (907)234-7430 Tom Glover City Council (907)234-7525 Fax (907)234-7526 Dick Wylaad Mayor (907)234-7643 Kurt Reynertson City Administrator (907)234-7643 Seldovia Fuel and Lube: Frank Blodgett Owner (907)345-8425Fax(907)770-6244 Josh Patrick Plant Manager (907)234-7622Fax(907)234-7442 3.Subconsultants Rick Elliott Site Control (907)272-2002Fax(907)868-4043 Duane Miller Duane Miller and Associates (GeoTech)(907)644-0510Fax(907)644-0507 Ann Campbell Aurora Consulting (Business Plan)(907)245-9245Fax(907)245-9244 4.Additional Contacts Additional information for this report was provided by the following people: Mark Massion City Council &Planning Commission (907)234-7575 Stephen Lewis City Council &Volunteer Fire Dept (907)234-7562 Jane Gabler Kenai Peninsula Borough Floodplain Admin (907)260-4228 Max Best KPB Costal Management Program (907)714-2201 Fax (907)262-8618 Gary Williams KPB Costal Management Program (907)714-2216 Jim Hobkins Hobkins Brothers Construction (907)234-7853 Mike Poston Delta Western Fuels (907)276-2688 KLCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report B.APPLICABLE REGULATIONS,CODES AND POLICIES 1.State and Federal Regulations The design and operation of fuel systems is subject to the following state and federal regulations: State of Alaska Fire and Life Safety Regulations (13 AAC 50) 2003 International Fire Code as adopted by 13 AAC 50 2004 Memorandum of Agreement #1 between AEA and State Fire Marshal 2003 International Building Code as adopted by 13 AAC 50 EPA Oil Pollution Prevention Regulations (40 CFR Part 112) State of Alaska Oil and Hazardous Substances Pollution Control Regulations (18 AAC 75) e Regulatory Commission of Alaska (RCA)Certification (3 AAC 42.05.221) ¢«US.Coast Guard Facilities Transferring Oil Hazardous Material in Bulk Regulations (33 CFR Part 154) The current State of Alaska Fire and Life Safety Regulations adopted the 2003 editions of the International Fire Code (IFC)and the International Building Code (IBC).The code requirements of the IFC establish the primary design requirements for new facilities.In November 4,2004,the State Fire Marshal,in order to adapt the IFC to state regulations, entered into a Memorandum of Agreement with Alaska Energy Authority which incorporates modifications to IFC to allow for construction in rural Alaska. The State of Alaska Oil and Hazardous Substances Pollution Control regulations (C-Plan) apply to fuel systems which have a storage capacity of more than 420,000 gallons per Owner or Operator.The proposed consolidated bulk tank farm is not subject to C-Plan regulations. The U.S.Coast Guard Facilities Transferring Oil or Hazardous Material in Bulk regulations apply to fuel facilities that are capable of transferring fuel,in bulk,to or from a vessel with a capacity of 10,500 gallons or more.This regulation includes two separate plans:(1)Oil Spill Response Plan and (2)Operations Manual.The Oil Spill Response Plan is a spill response plan similar to the EPA's Facility Response Plan and it outlines spill planning requirements.The Operations Manual is a plan which addresses the procedures and equipment required for receiving fuel at the facility.The Coast Guard requires these two plans,and a Letter of Intent to Operate,to be submitted to the Captain of the Port for approval prior to delivery of fuel. The U.S.Environmental Protection Agency (EPA)regulations include two regulatory plans for fuel facilities:(1)Spill Prevention Control and Countermeasures (SPCC)Plans and (2)Facility Response Plans (FRPs).The SPCC Plan identifies minimum fuel facility KILCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report II. requirements for aboveground tanks which have an aggregate volume of more than 1,320 gallons.The FRP is a spill response plan for facilities which are filled by marine vessel and which have a storage capacity of more than 42,000 gallons. 2.Kenai Peninsula Borough Enforceable Policies The Kenai Peninsula Borough Coastal Management Plan includes Enforceable Policies for the storage of petroleum products within the Kenai Peninsula Borough.The following policies apply the Seldovia bulk fuel facility: e Facilities for storing petroleum products in excess of 660 gallons shall not be sited within the 100 year floodplain. e Buffer zones not less than 100 feet shall be provided between oil storage facilities and rivers,streams,lakes,wells,wetlands,and marine waters. e Impermeable berms and basins are required around all above ground oil storage facilities capable of retaining 110%of the capacity of the largest tank plus 12 inches of freeboard. EXISTING FUEL SYSTEMS A.GENERAL OVERVIEW Site investigations included an inspection of the following facilities and fuel storage tanks: e The following bulk fuel and dispensing systems owned and operated by Seldovia Fuel and Lube: o Bulk Fuel Tank Farm. o Motor Vehicle Dispensing Station adjacent to Seldovia Hardware. o Marine Dispensing Station located on the City Dock. o Marine header and bulk transfer connections located on the City Dock. e Susan B.English School and School Shop heating oil tanks owned and operated by the Kenai Peninsula Borough. e Diesel electric backup power plant storage tank owned and operated by Homer Electric Association. e Lakeside Terrace Senior Housing heating oil tank owned and operated by Cook Inlet Housing Authority. e Alaska Tribal Cache heating oil tank owned and operated by the Seldovia Native Association. e Main Street Market heating oil tank owned and operated by the Seldovia Native Association. CLCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report B.EXISTING FACILITIES LAYOUT Currently Seldovia Fuel &Lube owns and operates the bulk fuel facility in Seldovia. They are also the only entity that retails fuel in the community.Fuel is dispensed to motor vehicles at a dispensing station adjacent to Seldovia Hardware and to marine vessels at the City Dock.Fuel is also delivered by truck to private heating oil tanks, businesses,backup power plant and local government entities.The fuel facility was constructed by Chevron in approximately 1948 and has since been transferred to three owners. Fuel is received from barges and is dispensed to marine vessels on the City Dock.Truck loading rack and motor vehicle dispensers are located about 400 feet from the City Dock. Bulk storage tanks are located on separate lot about 600 feet from the City Dock. A detailed description of each of the facility and fuel storage tanks follows: 1.Bulk Tank Farm Seldovia Fuel &Lube owns the property the bulk fuel tanks are located on.Six vertical bulk storage tanks are located inside an unlined diked area approximately 110 feet by 70 feet with 7.5 feet high concrete dike walls.Dike walls appear to have been constructed on top of bedrock.The dike holds water and is drained through a baffled,gravity type,oil water separator.The area inside the dike is terraced with rock walls and leveled with fill material.Tanks are placed on gravel foundation.Snow and ice was present inside of the dike while on site.No staining,odor or other signs of leaks were observed. Tank #1 (158,000 gallons)and Tank #3 (71,000 gallons)are out of service.Tank #2 is a 71,000 gallon #1 Diesel tank.Tanks #4 and #5 are gasoline tanks with a total combined shell capacity of 64,000 gallons.Tank #6 is a 192,000 gallon #2 Diesel tank.All tanks are 30 feet tall and vary in diameter from 10.5 feet to 30 feet.Tanks #1,#2,#3,and #4 are riveted.Rivets and shell plate seams have been seal welded.Tanks #5 and #6 are of welded construction.All tanks have normal vents and mechanical tape gauges.Gasoline tanks have pressure vacuum normal vents. Six 4-inch lines are connected to the bulk storage tanks to receive and issue fuel. One of these lines has been decommissioned due to a leak at the soil to air interface where the pipes come above grade near the City Dock.Two of the lines are used for barge receipt,one for Gasoline and one for diesel products.The other three lines are used to issue fuel,one dedicated for each product.A 2-inch line that previously transferred fuel to the power plant has been abandoned in place. CLCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report 2.Motor Vehicle Dispensing Station The motor vehicle dispensing station and truck loading rack is a combined facility.The facility is located on property owned by the City approximately 400 feet behind the City Dock.Seldovia Fuel &Lube owns piping and equipment on the cities property and has use of the property through a long term lease agreement.Seldovia Fuel and Lube also leases a building on the same property that houses Seldovia Hardware and a small convenience store area on one end. The convenience store cash register attendant operates fuel dispensers for retail sales.Dispensers are self serve and controlled by a remote console located inside the store. The truck loading rack is configured for top loading.A concrete slab exists for drips and small spills but lacks proper secondary containment.Vehicle dispensers are located below the truck loading rack.Both the truck loading rack and vehicle dispensers are fed by gravity directly from the bulk storage tanks.No emergency stop switch was visible from the fuel dispensing island.One two-hose dispenser dispenses Gasoline and a second two-hose dispenser dispenses #1 and #2 Diesel. The truck loading rack is configured for all three products.Small quantities of Gasoline and #2 Diesel are transferred into tank trucks for customers but mostly #1 Diesel which is used for heating oil.A single customer requires gasoline for a private vehicle dispensing system.Seldovia Fuel &Lube owns two tank trucks, one 2,800 gallon two-compartment truck and one 2,400 gallon three-compartment truck. 3.Marine Dispensing Station The marine dispensing station is used to retail fuel to marine vessels requiring less than 1,000 gallons of fuel.These boats are generally smaller than 50 feet.The system is currently configured for all three products but only Gasoline and #2 Diesel are regularly used.Fuel is dispensed by gravity directly from bulk storage tanks.Hose reels and meters are located on the stationary dock several feet above sea level.Boats tie up to a floating dock below the stationary pier and dispensing nozzles are lowered down to the floating dock for dispensing fuel to vessels. 4.Marine Header and Bulk Transfer Connection The marine header and bulk transfer connection are centrally located on the stationary pier.Bulk transfer connection is used to transfer fuel to marine vessels requiring more than 1,000 gallons of fuel and generally larger than 50 feet. #2 Diesel is the only product transferred in bulk to marine vessels.A hose cart is connected to the bulk transfer connection for transferring product.Cart consists FILCMF.. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report of wheeled meter and hose reel assembly.Fuel is transferred by gravity from bulk tanks.A booster pump is available to increase the flow rate at the bulk transfer connection when the vessels being loaded can take the higher flow rates. 5.Susan B.English School The Susan B.English School consists of the main school building and a shop building.Both buildings have heating oil tanks.The Schools are owned and operated by the Kenai Peninsula Borough.The main School building has two 2,000 gallon self-diked skid mounted tanks.The School Shop has a single 1,000 gallon self-diked skid mounted tank.All tanks are truck filled.Installations are in good condition with some rust developing and are generally code compliant. 6.Lakeside Terrace Senior Housing The Lakeside Terrace Senior Housing is a single structure which has a 2,000 gallon fire rated heating oil tank.Tank is truck filled.The tank is relatively new, in good condition,and code compliant. 7.Backup Power Plant Primary power for the City of Seldovia is provided by Homer Electric Association,Inc.via a sub sea transmission line from the City of Homer.Homer Electric has a diesel electric generator in Seldovia to provided power for the City in the event of a failure in the transmission line.The backup generator and associated facilities have recently been replaced and are new.A new code compliant 10,000 gallon double wall tank was installed as part of this upgrade. The tank is truck filled. 8.Alaska Tribal Cache The Alaska Tribal Cache is a two-story structure with retail space and offices owned and operated by the Seldovia Native Association.The building has a single 1,000 gallon horizontal heating oil tank that is truck filled.This tank falls below the threshold limit requiring a SPCC Plan. 9 Main Street Market Main Street Market and Bay View Suites is a single two-story structure with retail space on the first floor and rooms on the second floor,owned and operated by the Seldovia Native Association.The building has a single 1,000 gallon horizontal heating oil tank that is truck filled.This tank falls below the threshold limit requiring a SPCC Plan. KILCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report C.EXISTING TANK STORAGE CAPACITY SUMMARY The following table lists the existing total tank shell capacity for all of the bulk storage tanks currently in service in the community.This includes only the Seldovia Fuel and Lube bulk tank farm since they retail all the fuel in the community.Tank capacities have been provided by the facility owner and not confirmed. Existing Bulk Tank Farm Shell Capacity (Gross Shell Capacity =327,000 gallons) #1 Diesel |#2 Diesel |Gasoline Tank No.(gallons)(gallons)(gallons) Tank #1* Tank #2 71,200 Tank #3* Tank #4 19,200 Tank #5 44,800 Tank #6 191,800 Total 71,200 191,800 64,000 Percent of Total 21.8%58.7%19.6% *Tanks #1 and #3 are Out of Service. D.CURRENT FUEL USE Annual fuel consumption data was received from Seldovia Fuel and Lube.Annual consumption is based on fuel delivery data for the last five years. Fuel Consumption Data (2000 to 2004) #1 Diesel |#2 Diesel Gasoline Total Year (gallons)(gallons)(gallons)(gallons) 2000 284,952 262,120 144,061 691,133 2001 300,300 220,026 107,976 628,302 2002 159,449 162,728 62,924 385,101 2003 171,054 206,008 107,058 484,120 2004 220,438 183,756 126,327 530,521 Total 1,136,193 |1,034,638 548,346 2,719,177 Percent of Total 41.8%38.0%20.2%100% 10 CLCMF. Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report Hil.PROJECTED FUTURE FUEL USE The community of Seldovia receives fuel from barges multiple times a year.Barges tie up to the City Dock during fuel deliveries.Seldovia Bay is an ice free port.Fuel can be received 365 days a year.Approximately 4-6 weeks per year barges cannot get fuel in the Port of Anchorage or Kenai due to ice but does not significantly affect the availability of fuel.The average fuel deliver is 200,000 gallons.The minimum fuel delivery is 100,000 gallons.Minimum fuel quantities are based on economics for the delivery of bulk priced fuel.Sufficient fuel storage capacity needs to be available to allow for scheduled fuel deliveries without entirely depleting inventories on hand. 1.Population Growth Federal census data from the Alaska Department of Community and Economic Development database shows a sharp decline in population from about 450 people in 1980 to about 300 people in 1990.From 1990 to 2000 the population has held fairly constant at about 300 people. Alaska Department of Labor population data for the City of Seldovia shows a relatively constant population since 1990 with some decline.The table below shows the decline in population for the last ten years to be about 6%. City of Seldovia Population Data (Source:Dept of Labor,1990 to 2003) Year |Population |%Change |%Change |%Change Yearly (2-Year)|(10-Year) 1990 316 1991 299 -5.38% 1992 293 -2.01% 1993 286 -2.39% 1994 279 -2.45% 1995 278 -0.36% 1996 276 -0.72% 1997 279 1.09% 1998 281 0.72% 1999 284 1.07% 2000 286 0.70% 2001 285 -0.35% 2002 288 1.05% 2003 279 -3.13% 2004 263 -5.73%-9.51%-6.08% CLCMF.11 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report 2.Energy Demand/Historical Consumption Trends Historical information regarding storage and consumption of fuel throughout the community was requested from Seldovia Fuel &Lube.The City of Seldovia only keeps records of the tax received from fuel transfers on a fiscal year basis.The tax per gallon of fuel is different for each product and the tax rate changes yearly. Fuel consumption data from the City's records was difficult to extrapolate and possibly unreliable. Power for the City of Seldovia is provided by Homer Electric Association,Inc. via a sub sea transmission line from the City of Homer.Homer Electric does burn #2 Diesel in their standby generator,in the event of a transmission line outage and during maintenance projects.The frequency of power outages is not often enough to create a significant fuel demand.Annual fuel consumption is approximately 30,000 gallons which is primarily due to scheduled maintenance. The major source of fuel consumption is marine vessels and heating oil.In addition motor vehicles consume some fuel.Marine fuel is #2 Diesel and Gasoline.Heating oil is #1 Diesel.Marine customers consist of commercial fishing boats,tour boats,pleasure boats,and some marine traffic associated with oil platforms in Cook Inlet. Marine fuel consumption is projected to stay relatively constant.Heating fuel consumption will increase with an increase in population as will motor fuel consumption.Annual fuel consumption has varied from 480,000 gallon to 590,000 gallons over the last five years while the population has only changed by 23 people.The majority of fuel consumption is due factors other than population. Fuel consumption records for the past five years indicate #1 Diesel accounts for approximately 40%of the annual fuel consumption,#2 Diesel another 40%and Gasoline about 20%. 3.Storage Shortfall/Rationing The ability for Seldovia to receive fuel 365 days a year mitigates any possibility of rationing which would falsely lower fuel consumption.Based on this observation and the large inventories of fuel retained on site there is no evidence of rationing or a shortage in fuel supply. 4.New Sources of Demand Sources of increased fuel demand,such as construction activities,new homes, new infrastructure or upgrades to existing infrastructure will all have potential impacts on fuel demand and consumption.The following factors have been considered when sizing fuel storage capacities: JLCMF..12 Seldovia,Alaska \ Bulk Fuel Upgrade Conceptual Design Report e Increase in Population e Increase in Marine Traffic ¢Boat Harbor Upgrade Project e Water and Sewer System Upgrade Project (VSW) In the event additional fuel demands occur,Seldovia Fuel &Lube will respond with increasing the frequency of barge deliveries.Fuel consumption will increase during boat harbor and water sewer construction projects;however,these will be short term demands.The water and sewer project will primarily deal with mainline replacement.The boat harbor project will replace existing dock sections and stalls.No additional infrastructure will be added,just upgrades and replacement to existing facilities. 5.Alternative Sources of Energy In order to accurately address future fuel consumption,based on energy demand, viability of potential alternative energy sources must be considered.For this report,the following potential energy sources were briefly analyzed: e Waste Heat Recovery Power is transmitted to Seldovia through a sub sea transmission line from the Homer Electric power grid.No known sources of waste heat exist in the City of Seldovia. e Wind Energy The National Renewable Energy Laboratory describes wind energy potential using 7 classes.Wind power classes of 5 or above are rated "excellent”for utility-scale power production in the Lower 48.Based on review of the 1987 U.S.Department of Energy Alaska Wind Resource Map and the Alaska High Resolution wind map a class 5 to 6 wind resource is available in the Seldovia area.The complexity of terrain and vegetation makes developing this resource less feasible.In addition,Seldovia is grid tied making wind energy less cost competitive.Wind as an alternate energy source is not considered economically feasible. e Hydroelectric A summary of hydroelectric feasibility reconnaissance studies (ACOE 1984, ACOE 1982 and R.W.Retherford for DOI 1966)was provided by AEA.All potential sources identified were found to not be economically viable at the time of the study.Hydroelectric potential was investigated for Windy River CILCMF.13 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report 10 miles East of Seldovia (590 kW)and Seldovia Lake 6 miles Southeast of Seldovia (1500 kW). An additional source for a small capacity turbine is the dam on Fish Creek that is used as the water source for Seldovia.An existing 10-inch water line feeds a water reservoir about 400 feet below the dam.Water overtops the dam most of the year.Assuming 1200 gpm could be pulled from the dam without effecting water production a small hydroelectric turbine could produce on the order of 50 kW.The project would require construction of a 1500 feet 3-three phase transmission line.Power could be sold back to the electric utility as a revenue source for the City but would only provide a small portion of the cities overall load.A potential economic opportunity exists for a small hydroelectric turbine however it would not reduce fuel consumption for the City of Seldovia The Mayor and City Administrator of Seldovia have asked AEA to include a hydrogen fuel demonstration project component in the Seldovia energy project.The idea would be to generate electricity with the above microhydro system using water supply dam and pipeline.Power from this renewable resource would be used to run a small hydrogen generator.The hydrogen could be used for a variety of purposes,such as transportation or space heating.David Lockard,AEA Project Manager,has agreed to provide preliminary analysis of this concept during design development. e Alternative Fuels Retail sales,either by consumer,commercial businesses,or by government entities,account for 100%of the fuel consumption in Seldovia.Both #1 and #2 Diesel is available to consumers.The diesel electric standby generator owned and operated by Homer Electric burns #2 Diesel.The primary use of #1 Diesel in the community is for high efficiency monitor heaters which experience corrosion problems due to flue gas condensation when operated on #2 Diesel.Reduction in fuel consumption by expanding the use of #2 Diesel or other alternate fuels would be minimal. e Geothermal Energy Based on review of the 2003 U.S.Department of Energy map of Alaska Geothermal Resources,no geothermal energy sources are available. e«Energy Efficiency Improvements No End Use Recommendation Assessment is available for the Community of Seldovia.Potential upgrades would include upgrades to lighting and heating DILCMF.14 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report systems.Energy conservation impacts from these types of upgrades would not be substantial enough to incorporate into projected fuel consumption. 6.Fuel Storage Requirements Bulk fuel storage facility needs to have sufficient capacity to space fuel deliveries at least two to three months apart.The minimum quantity of fuel that can be delivered without additional delivery charges is 100,000 gallons.Historically the average quantity of fuel delivered is about 200,000 gallons. #1 Diesel is primarily used for heating oil.If the population stays relatively constant the consumption of #1 Diesel should also stay relatively constant. Likewise Gasoline is primarily used for pleasure boats and vehicles owned by local residents and consumption should stay relatively constant with population. An exception to this is the use of gasoline in pleasure boats owned by people not living in Seldovia.It is assumed that the amount of gasoline consumed by visitors in boats is minimal since they would most likely purchase fuel in Homer or at their port of departure before traveling to Seldovia. #2 Diesel is primarily used as marine diesel.Diesel pleasure boats use small amounts of fuel when compared to commercial fishing boats and other large vessels.Seldovia Fuel and Lube previously held a contract with the Alaska Marine Highway for supplying #2 Diesel and lube oil.A weekly transfer to the Ferry could be as large as 10,000 gallons.For these reasons the throughput of #2 Diesel could vary dramatically in the future. In recent years records indicate #1 Diesel accounts for approximately 40%of the annual fuel consumption,#2 Diesel 40%and Gasoline about 20%.The selected tank shell capacities will accommodate this split in fuel usage as well as anticipated changes in market demands.Additional considerations include maximum tanks sizes,the size of the site for locating bulk tanks,and the benefit of having a minimum of two tanks per product for maintenance in the event one tanks needs to be taken out of service for repairs. IV.PROPOSED NEW FACILITY Replacement and upgrades to the existing bulk fuel and dispensing systems are proposed.The renewed facility would consist of code compliant bulk fuel,automotive and marine dispensing facilities.Existing components can be reused where appropriate.Major components,such as tanks,pumps,and piping will be replaced with new. CILCMF.15 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report A.SITE SELECTION The proposed site for the majority of the bulk fuel and distribution systems is at their current locations.The bulk tanks should be located within the existing diked area that the bulk tanks are currently located in.The marine header,marine dispensing station and motor vehicle dispensing station will be in the same locations with very similar configurations.A location has been proposed for dispensing tanks.The truck fill station will not be co-located with the vehicle dispensing station as currently configured but separated,to allow truck loading rack to be surrounded by a fence for security. The existing bulk tank farm site is small and requires special considerations for code required setbacks.Bulk storage tanks should be constructed with weak shell to roof seams to reduce setbacks.Clearance from tanks to the property lines for Lots 27 and 27A are marginal and require protection for exposure for proposed tank layout if buildings are located on these lots.The house on Lot 27A is not occupied and reportedly the lot is not large enough for a residence.Ifthe truck loading rack is located on Lot 27A as proposed, clearances are sufficient since truck rack would be considered part of the bulk fuel facility. Protection for exposure includes cooling water streams provided by a public fire department.Seldovia has a volunteer fire department and a water distribution system capable of providing cooling water in the event of a fire however,acquiring Lots 27 and 27A is recommended for a more functional layout and safety.See Appendix G for Fire Flow Data. The proposed location for dispensing tanks is on the lot adjacent to vehicle dispensing station.This location was chosen due to its close proximity to the marine header pipelines,vehicle dispensing station,and distance from the 100-year floodplain.The location is convenient,and allows for code required clearances to Lot Lines,road right- of-way,dispensers,and the propane system. Alternate Site:In addition to the existing bulk tank farm site an alternate site has been identified.The alternate site offers a larger area for additional clearance.Tanks would still be constructed with weak shell to roof seams but could be located with larger clearances and would not require protection for exposure.The alternate site also offers the advantage of being in an area designated as industrial use by the City.Property is currently being used as the City dry dock.Co-locating the dry dock and the bulk tank farm would be possible however additional site development may be required. All sites are in close proximity to each other to minimize piping runs.See Figure 1 for locations of all existing facilities.Figure 2 identifies the proposed and alternate bulk tank farm sites. CILCMF.16 VxSV IV'VIAOd13SSNOISIAZY ,| LYOd3yu NDIS3G ALIYVOHLNV ADYANS VASV IV IWNLda2NOD FIG.1 'SHEET: DATE:05/12/05 JOB NUMBER:05-752 SCALE:AS SHOWN SYSTEM LAYOUT PLAN COMMUNITY FUEL ORAWING TITLE:"ye.ane ;ne-) MAIN STREET MARKET SELDOVIA HARDWARE4.4 Beoti eaeDedENS, ' a ea F ery Grieghaay veeapeApebe : 5 aed " ALASKA - MARINE HIGHWAY ;'OFFICES we tg teen! vy peesAAwsgsee y MARINE HEADER % TRANSFER 2,AND BULKXS Fe yet: 4bees. fadePa"OM Se (2\COMMUNITY FUEL SYSTEM LAYOUT PLANXeg1scave:1 =50° Bmp, 614 ZG2-GO -3NVN ONIAYEO GYOOLNY wo6z tag (oct) SO/ig/@=FaLWd ONULLOTd rmooreBY:5/19/05(08:13)PLOTTINGDATE:AUTOCADDRAWINGNAME:05-752FIG2ALTERNATESITEPLAN.dwgMARINE HIGHWAY ID ALASKA TANS eect4e** «AiTenyare euLS!Fann sie ; i¢ ety PENS NGSaa*"ed ot ac *oa ee iS ohn.1%ain at be of _™x Ve.'orTD}SELDOVIA LoT1 |AN:.HARDWARE ee | OFFICES nse"> SED FIG 1f SCALE:1°=50° v .CYLC ALASKA ENERGY AUTHORITY BULK FUEL UPGRADE PROPOSED AND ALTERNATE BULK TANK FARM SITES LLc SELDOVIA,ALASKA 190 E Stet Ave.-Anchorage,Alaska 90603 -(607)273-1890 J TATE:05/12/05 DRAWN BY:RRM SHEET:FIGURE 2 SCALE:AS SHOWN CHECKED BY:GMO W.O.No:05-752 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report B.SITE CONTROL Site Control for this report has been provided by Rick Elliott.See Appendix A for additional Site Control information. The bulk storage tanks are located on Lot 28,Block 10 owned by Seldovia Fuel &Lube. The vehicle dispensing station is located on Lot 1,Block 5 owned by the City.The proposed dispensing tank location is Lot 3,Block 5 which is also owned by the City.The marine header and marine dispensing station are located on the City Dock.All parcels, including the alternate site,are located entirely within Sections 32,Township 8 South, Range 14 West,Seward Meridian The proposed location for the truck loading rack is on Lot 27A,Block 10 which is owned John and Diane Grubber,local residents of Seldovia.The lot currently has an unoccupied house with some historical value placed on it.The lot is reportedly under the legal lot size for the community.Seldovia Fuel &Lube indicated that they were offered title to the property in exchange for moving the house to a different lot.Clear title to this property is required to proceed with this project,or another site for the truck loading rack needs to be selected. Lot 27,Block 10 sits adjacent to Lot 27A and serves as a piping corridor for the existing bulk tank farm piping.Lot 27 is approximately 15 ft wide by 45 ft long.A lease between Chevron and John and Gerlind Groothof established an easement for the installation of petroleum pipelines across the property.Western Pioneer issued a quit claim deed for all improvements on Lot 27 but did not have fee interest to convey the property.The property is valued at approximately $800 by the Kenai Peninsula Borough for tax purposes and is owned by the Groothof Trust.Although the truck loading rack is not located the on this property it is recommended that clear title be obtained for Lot 27 to allow its continued use as a piping corridor.In addition the property is required for drive through access to the proposed loading rack. The existing tank farm dikes are assumed to be located entirely on the property owned by Seldovia Fuel and Lube.Property line locations need to be verified prior to final design. A complete land survey for all proposed sites must be completed.Once lot line locations are confirmed a final decision can be made regarding reuse of existing concrete dike walls. The proposed dispensing tank location is an empty lot owned by the City of Seldovia. Other locations are possible,but the selected site is the most centrally located for the dispensing systems. C.SOIL CONDITIONS A review of the existing geotechnical information at or near the sites was undertaken.A shallow excavation should be made prior to final foundation design to confirm actual site conditions. CILCMF.19 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report Seldovia is a coastal community near the mouth of Cook Inlet.The areas around Seldovia are composed primarily of moderately metamorphosed sedimentary rock, predominantly argillite and coarse grain sand stone.Shorelines are predominantly rocky with a few gravel and sandy beaches.The sites selected are well drained with unfrozen non-frost susceptible underlying soils consisting of gravel,large rocks and bedrock.Sites near the shoreline in the downtown area appear to have been filled to some extent over the years.Sites further from the shoreline have a thick organic layer with large trees underlain with gravel,rocks and bedrock. Soils within road right-of-ways and on the West side of Main Street are anticipated to be gravel with cobbles and small rocks.These areas have been filled and excavated numerous times for road and building construction,and installation of underground water and sewer utilities. Soils on the East Side of Main Street appear to be native material.Undisturbed sites have a thick organic layer and developed sites consisting of gravels and rock outcroppings. See Appendix E for Geotechnical Information. D.COMMUNITY FLOOD DATA Seldovia participates in the National Flood Insurance Program through the Kenai Peninsula Borough.Flood Insurance Rate Maps are provided through the Federal Emergency Management Agency.100 year floodplain areas have been established based on evaluation of existing data although no formal flood plain studies have been completed. The area within 50 feet to 75 feet of the shoreline is classified as Zone V.Zone V is defined as a special flood hazard area within the 100 year floodplain subject to coastal floods with velocity hazards (wave action).The area further from the shoreline is classified as Zone C which is defined as an area determined to be outside the 500 year floodplain. All facilities are within the Zone C area,except for the marine dispensing station and the marine header which are on the City Dock.See Appendix B for Flood Hazard Data. E.LOCAL FILL MATERIAL Local fill material is available from a hard rock borrow pit owned by Hobkins Brothers Construction,a local construction company.All material has to be blasted and screened. Small amounts of material are generally always available in this gravel pit.Larger quantities of material must be ordered in advance.Pit run material will be required for this project and has been assumed to be locally available. CLCMF.20 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report Subsurface rights are owned by the Seldovia Native Association.The Seldovia Native Association also owns and operates a hard rock borrow pit in Seldovia.There is a third local pit owned by 4/J Construction but has not been operational for a number of years. Material cost for locally available material has been estimated at $42 per cubic yard for the purpose of the Budget Cost Estimate. Sand and aggregate for concrete is not locally available.All sand and aggregate must be imported from Homer for this project. F.TANK FARM FOUNDATION The subsurface condition at the proposed and alternate bulk tank farm sites is anticipated to be bedrock which has been covered with imported fill.Fill material is anticipated to be non-frost susceptible structural fill judging from the geological makeup of the area. The proposed site was possibly built directly on bedrock with minimal fill placed for tank foundations.The alternate site was blasted and filled,evident by the hard rock cliff behind the site and the fill material present. Proposed Site:Two methods of construction are possible for the proposed site,one if existing concrete dike walls are reused and one if dike walls are removed.Existing dike walls are structurally sound.Survey of existing property lines has not been completed. Assuming dikes are located within the extents of existing property boundaries dike walls would be reused. If existing dike walls are reused tanks would be supported on cast in place concrete ring walls.All unsuitable material would be removed from under the tanks and the existing sub base compacted.Trenches would be excavated for construction of concrete forms at the minimum required footing depth.If extensive bedrock is encountered tank foundations would be formed and placed on top of bedrock. If existing dike walls are not within property boundaries,portions outside of lot lines would be removed.Dike walls within the property limits should be cut off at the existing ground elevation inside the dike to allow them to continue to serve as retaining walls. After leveling the site pre-cast concrete ring wall foundations would be placed on top of a membrane liner inside a free standing containment dike. Alternate Site:All unsuitable material would be removed from under the tanks and existing sub base compacted.Pre-cast concrete ring wall foundations would be used for supporting tanks.Containment walls could be free standing or,depending on the size of property made available,earthen berm containment walls. CLCMF.21 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report G.SECONDARY CONTAINMENT Secondary containment will be provided for bulk storage tanks,dispensing tanks,and the truck loading rack. Bulk Storage Tanks:If concrete dike walls are retained,the bedrock within the containment area would be leveled with an excavator equipped with a hydraulic hammer attachment as necessary.4-inches of gravel and 2-inches of sand would be placed to cover bedrock and sharp rocks before placing membrane liner.Membrane liner would be placed with non-woven geotextile on both sides and covered with sand bedding and 12 inches of gravel fill.Liner would be sealed and secured with batten strips to concrete dike walls 3 feet above finished grade inside the dike and would be continuous under tank bottoms. If existing dike walls are removed from the proposed site a free standing containment dike would be provided.Liner would be continuous under tank foundations minimizing penetrations through the membrane liner.Sand bedding material would be required to bed the top and bottom of the liner.See Appendix H for details on a typical commercially manufactured free standing steel containment system.The actual containment system provided would be built-up and substantially more durable but similar.A more typical post supported timber containment dike is not suitable for this site due to the rocky sub base and the presence of bedrock.Earthen berm dike walls would not be possible at the proposed site due to the larger required foot print. The alternate site containment dikes could be a free standing containment system or, depending on the size of property made available,an earthen berm containment system. Material for leveling the site,dike wall construction,and bedding the liner would be required. Dispensing Tanks:Dispensing tanks will be UL listed protected Fire Guard above grade double wall storage tanks.Tanks will be equipment with inspection points for monitoring interstitially space between the primary and secondary tanks,and will meet all Code and Regulatory requirements for secondary containment. Truck Loading Rack:Truck loading rack will have a concrete containment area sized to contain the capacity of the largest tank truck compartment.Truck containment area will be approximately 15 feet x 30 feet.The minimum capacity of the truck loading rack secondary containment system should be 2,000 gallons. H.TANKS Existing bulk tanks are fifty years old or more,and were found to be in poor condition. Four of the six existing bulk tanks are of riveted construction.Existing tanks are not suitable for reuse,and will be taken out of service in accordance with EPA requirements. Existing tanks will be drained,all sludge removed,and relocated to a site designated by KILCMF.22 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report the Owner.Currently this project does not include disposal;however,funds may be available through the Denali Commission or the Department of Environmental Conservation. The proposed tank farm has been designed around installing seven new 49,500 gallon vertical bulk storage tanks.New tanks will be 18 feet diameter by 26 feet high UL 142 tanks with weak shell to roof seams.Frangible shell to roof construction was chosen to reduce required clearances and reduce the requirements for intermediate dikes.Shop fabricated and coated tanks are desirable.Tanks can be constructed and put on a barge and delivered direct to Seldovia.The City Dock in Seldovia is large enough to accommodate the barge.Tanks can be offloaded from the barge and taken directly to the site. One tank fabricator in the Seattle area and one tank fabricator in Anchorage indicated they could shop fabricate and coat tanks at their facility,transport them to a barge landing,and ship tanks direct to Seldovia via barge.Due to the exceptional barge receiving capacity in Seldovia,receiving the large shop fabricated tanks has been determined to be the most economical method of construction for tanks. As shown on the Conceptual Design Drawings,the proposed facility will incorporate the following tanks.The capacity indicated is the gross shell capacity in gallons: Proposed Bulk Tank Farm Shell Capacity (Gross Shell Capacity =358,500 gallons) Tank #1 Diesel |#2 Diesel |Gasoline No.Description (gallons)(gallons)(gallons) 1 Vertical Bulk 49,500 2 Vertical Bulk 49,500 3 Vertical Bulk 49,500 4 Vertical Bulk 49,500 5 Vertical Bulk 49,500 6 Vertical Bulk 49,500 7 Vertical Bulk 49,500 8 |Horizontal Dispensing 2,000 4,000 9 |Horizontal Dispensing 6,000 Total 101,000 152,500 105,000 Percent of Total 28.2%42.5%29.3% Note:Tank #3 should be configured so it can be used for either #1 or #2 Diesel. CLCMF.23 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report The 49,500 gallon tanks have a net usable storage capacity of roughly 44,500 gallons. The net storage capacity is determined as 90%of the tank's gross shell capacity.The net capacity of a tank allows for the portion of the tank which is not used during normal operations,including ullage left at the top of the tank for thermal expansion and the amount of fuel below the issue nozzle which cannot be withdrawn through the fixed pumping system.The tank dimensions were determined based on minimizing the tank farm footprint and the tank anchorage requirements due to wind/seismic loading. In addition to the bulk storage tanks discussed earlier,the proposed design includes two new 6,000 gallon protected double-wall dispensing tanks near the motor vehicle dispensing station,one dual product and one single product.The net usable capacity for these dispensing tanks is factored at 85%of the gross shell capacity. Proposed Capacity Comparison:The proposed gross bulk fuel storage capacity is 31,500 gallons greater than the existing community storage tank shell capacity.This is less than a 20%increase in gross capacity. Capacity Increase (gallons) Existing Shell |Proposed Design]Increase or Capacity Shell Capacity Decrease Change (gallons)(gallons)(gallons)(%) 327,000 358,500 31,500 9.6% I.BARGE OFFLOADING Fuel will be delivered to the tank farm via barge off loading pipelines from a marine header on the City Dock.The existing marine header location should be maintained for functionality and convenience,see Figure 1.Marine header pipelines will be approximately 1,200 feet long each.Three marine header lines have been selected,one for #1 Diesel,one #2 Diesel and one for Gasoline.The #1 and #2 Diesel lines could be combined;however,by providing separate pipelines for each product the barge receipt lines can also be used to issue product to dispensing tanks,truck loading rack,and the bulk transfer connection on the City Dock.See Appendix C for Piping Schematic. Historically the barge receipt rates have been less than 350 gallons per minute with a maximum header pressure of 80 psig.The new barge receipt and issue pipelines will be constructed of 4”Schedule 80 seamless welded steel pipe.The pipelines will be equipped with pig receivers near the dock for clearing lines after receiving barge deliveries.See Appendix C,Sheet C-1 for pipeline routing. J.TANK FARM PIPING Tank farm piping will be 4”Schedule 40 seamless welded steel pipe.The piping will connect to the tanks through manifolds.Bulk tanks will have a common receipt and issue nozzle.Branch connections will be provide on receipt/issue pipelines at truck loading CLCMF.24 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report rack,dispensing tanks,and bulk transfer connection on the City Dock for issuing product at these location. K.FUEL DISTRIBUTION 1.Motor Vehicle Dispensing Station The motor vehicle dispensing station will be located in front of Seldovia Hardware at its current location.This is the primary location for retailing fuel to the public.Retail sales include both motor vehicle filling and container filling. The smallest quantity of heating oil that the fuel truck will deliver is 50 gallons. Customers needing less than 50 gallons of heating oil fill containers at the vehicle dispensing station.Dispensing into containers can be performed at the motor vehicle dispenser provided approved containers are used. The dispensing station will include the use of gas station style dispensers.New electronic dispensers with a new remote console will be provided to replace the existing dispensers and console.Remote console is located inside the convenience store area of Seldovia Hardware.A single product two hose dispenser will be provided for dispensing Gasoline.A second dual product two hose dispenser will be provided to dispense #1 Diesel and #2 Diesel. In order to meet the state regulations for dispensing fuel from above ground tanks to motor vehicles,an approved dispensing station must be installed.Dispensing tanks must be no larger than 12,000 gallons.Dispensing station will be located more than 25 feet from protected dispensing tanks and 50 feet from bulk storage tanks.6,000 gallon protected dispensing tanks will be located a minimum of 15 feet from lot lines,5 feet from buildings and road right-of-ways,and 20 feet from propane dispensing stations.Gasoline and diesel dispensers will be located more than 20 feet from propane dispensing station. Two 6,000 gallon protected dispensing tanks will be provided.One will be a 6,000 gallon Gasoline tank.The second will be a 6,000 gallon dual product dispensing tank with a 4,000 gallon #2 Diesel and a 2,000 gallon #1 Diesel capacity.The dispensing tank will be equipped with the following appurtenances: ¢float actuated fill limiting valve e high level pump shut-off switch e high and critical high level alarms ¢liquid level gauge;and e whistle vent See Appendix C,Sheet C-4,7 &8. CILCMF.25 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report 2.Marine Dispensing Station The marine dispensing station will be located on the City Dock at its current location.Marine dispensers are primarily used for retailing fuel to pleasure boats and other marine vessels requiring less than 1,000 gallons of fuel.Two single hose dispensing stations will be provided,one for dispensing Gasoline and a second for dispensing #2 Diesel. Marine dispensers will be built up units with commercial quality mechanical meters and motor driven hose reels.Assemblies will be mounted on hot dipped galvanized steel frame bolted to the docks.Equipment will be corrosion resistant and suitable for installation in marine environments.Dispensers will be sized for an approximate delivery rate of 10 to 15 gallons per minute. Marine dispensing station will be supplied with fuel from the same dispensing tanks that serve the motor vehicle dispensing station. See Appendix C,Sheet C-5,7 &8. 3.Truck Loading Rack A new truck loading rack will be provided to top loading existing trucks.Loading rack components will be reused where existing components are suitable for reuse. All pumps,meters,piping,and valves will be new.Separate loading arms and components will be provided for #1 Diesel,#2 Diesel and Gasoline.Truck loading rack will include static grounding reel,emergency shutdown switch,fire extinguisher and other items necessary for safe bulk transfers. See Appendix C,Sheets C-3. 4,Bulk Transfer Connection A 3”bulk transfer connection will be provide adjacent to the marine header on the City Dock for transferring #2 Diesel to marine vessels requiring 1,000 gallons or more of fuel.Existing hose carts will be used for metering fuel.Bulk transfer connection will have a dry break adapter to match the ones currently on hose carts. Bulk transfers will be able to be conducted by either gravity flow direct from bulk storage tanks,or pumped for vessels capable of taking higher flow rates.Pump would also be available when the fuel level drops in bulk storage tanks.Booster pump should be a centrifugal pump sized for a maximum flow rate of about 75 gpm. See Appendix C,Sheet C-S. CLCMF.26 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report L.ITEMS SUITABLE FOR REUSE Reuse of existing components and equipment should be considered to help reduce costs. Only items in good condition with a considerable remaining service life should be reused. Consideration should be given to reuse the following components: e Truck top loading rack,loading arms,platform,and stairs. e 2”bulk Transfer Meters (#2 Diesel meter at the marine dispensing and #1 Diesel meter at the truck loading rack). e Six 4-inch double block and bleed plug tank shell valves.Valves shall be rebuilt with new slips and seals if reused. Budget Cost Estimate assumes all new components with the exception of truck top loading rack,loading arms,platform and stairs.These items have been assumed to be suitable for reused. M.OWNERSHIP AND OPERATION The proposed tank farm will be owned by the City of Seldovia.Seldovia Fuel &Lube will operate the facility.The business plan will define ownership,operation and maintenance of the entire bulk storage,distribution and dispensing system.See discussion on ownership of the facilities in the Introduction of this document. N.SPILL RESPONSE REGULATORY PLANS Seldovia Lube &Fuel will be responsible for the overall condition of the tank farm.One set of spill response plans will be provided for the entire facility.These plans will include an EPA Facility Response Plan which is required for all tank farms with more than 42,000 gallon capacity filled from a vessel,an EPA Spill Prevention Control and Contingency (SPCC)Plan,a US Coast Guard Oil Spill Response Plan,and a U.S.Coast Guard Operations Manual. Due to Seldovia being located on coastal waters specialized spill response equipment will be required.Seldovia Fuel &Lube should have a full complement of the required equipment.Use of this equipment for the facility should be provided as an in kind contribution.Specialized equipment includes: e 1000 ft of fabric type containment boom with means to deploy the boom within an hour. e On water recovery equipment (skimmer). The U.S.Coast Guard regulates secondary marine transfers in excess of 10,000 gallons. A security plan is required for these larger marine transfers.If Seldovia Fuel &Lube receives the Contract with the Alaska Marine Highway to supply fuel to Ferries they KILCMF.27 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report should limit transfers to 10,000 gallons to avoid the high cost of maintaining an approved security plan. Since the facility will not have more than 420,000 gallons of storage capacity within the tank farm,a State of Alaska Oil Discharge Prevention and Contingency Plan (C-Plan) will not be required. Regulatory Plan Implementation Schedule: O. The EPA Facility Response Plan must be submitted prior to receiving fuel; The EPA SPCC Plan must be in place within six months of facility start-up, The US Coast Guard Operations Manual must be submitted,and approved,with a Letter of Intent to Operate,prior to receiving fuel. PERMITTING Permitting requirements for a new tank farm and fuel distribution systems include submittal of the construction documents to the State Fire Marshal and an environmental assessment. 1.Fire Marshal Review The construction of the new tank farm and fuel distribution systems will require submittal of a complete set of construction documents to the State of Alaska, Department of Public Safety,Division of Fire Prevention (State Fire Marshal)for plan review and approval.Typical review periods range from 4 to 6 weeks.Fire Marshal review fees are based on total project cost,and are included in the budget cost estimates. Note that as of August 27,2004 submittals for plan review will be reviewed under updated State of Alaska Fire and Life Safety Regulations (13 AAC 50),which adopts and amends the 2003 versions of both the International Fire Code and the International Building Code.Design must incorporate requirements under this updated code. 2.Environmental Assessment As part of the Phase 2,Design Completion portion of the project an Environmental Assessment will be completed.The environmental assessment will include approvals from the: Department of Environmental Conservation Department of Fish &Game Department of Natural Resources U.S.Army Corps of Engineers CLCMF.28 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report Bureau of Land Management U.S.Coast Guard U.S.Environmental Protection Agency Federal Aviation Administration Federal Energy Regulatory Commission Since all land for this project has been previously developed any impact on the project as a result of the environmental assessment is anticipated to be minimal. P.CONSTRUCTION METHOD Construction of the new fuel facility will be conducted using Force Account methods. Contractors are preselected and act as Construction Managers.This construction method has traditionally produced cost effective results,fast construction schedules,and increased local hire. When working on a Force Account basis the project typically hires a qualified superintendent and local labor where available.Additional personnel may need to be brought in to supplement the local labor force for specialty trades,such as pipe welding and electrical installation. Traditionally Force Account projects have enlisted the use of participants'local equipment where available,as an in-kind contribution from the community.Provisions are made for equipment maintenance,to repair equipment damaged while constructing the fuel facility,and to leave equipment in as good of condition as before construction. 1.Local Labor See Appendix F. 2.Local Equipment See Appendix F. Q.SCHEDULE A construction schedule has been prepared based on historical force account fuel project construction methods and crew sizes. CLCMF.29 Seldovia,Alaska Bulk Fuel Upgrade Conceptual Design Report Construction Schedule Activity Start Date Duration Design and Permitting August 2005 October 2005 Request Funding November 2005 January 2006 Procurement February 2006 April 2006 Mobilization/Material Delivery May 2006 June 2006 Begin Construction June 2006 October 2006 Demobilization November 2006 Note:The proposed schedule is dependent upon many inter-related factors such as project funding,project start time,material availability,and weather.If any of these items creates a delay the project may run into the following season. R.BUDGET COST ESTIMATE A Budget Cost Estimate has been prepared for construction of the bulk fuel upgrade project,see Appendix D.The estimate was developed based on historical Force Account construction costs for recent tank farm projects in Rural Alaska.Equipment rental rates are based on historical rental rates for similar equipment.These estimated budget costs include facility design,construction administration,permitting,regulatory plans, construction costs,and a 15%estimating contingency. Cost Variance Denali Design Commission |BenchmarkProjectCost|Gross Shell |Project Cost |Benchmark Variance Variance (Total $){Capacity (Gal)|-($/Gal)Range ($/Gal)|_($/Gal)(%) $2,688,590 358,500 $7.50 $8.50 to $7.50 $0 0% KLCMF.30 APPENDIX A SITE CONTROL DATA RECEIVED MAR 1 2 2005 Land Ownership Report Seldovia Fuel Project As requested,I have reviewed the land status for the proposed bulk fuel system upgrade project in Seldovia,Alaska. Land Status Report Land records were researched at the Bureau of Land Management (BLM),the State Department of Natural Resources (DNR),and the State Recording Office.All research was conducted online. Lots 28 and 29,U.S.Survey 1771 and Lot 39,U.S.Survey 2160.The owner of record appears to be Seldovia Fuel and Lube,Inc.Title was conveyed to Seldovia Fuel and Lube,Inc.from Western Pioneer,Inc.by statutory warranty deed dated March 12,1999.This deed was recorded on March 19,1999,in Book 36,Page 870 in the Seldovia Recording District.A copy of the recorded deed is attached to this report.The Kenai Peninsula Borough tax records confirm that Seldovia Fuel and Lube,Inc.is the owner of record. Northern 15 feet of Lot 27,Block 10,U.S.Survey 1771.Western Pioneer,Inc.issued a quitclaim deed for the property to Seldovia Fuel and Lube,Inc.on March 12,1999.This deed was recorded on March 19,1999,in Book 36,Page 872 in the Seldovia Recording District.It is noted that the deed purports to transfer "all right,title and interest in and to all improvements, whether the same constitute real or personal property,including,but not limited to,any petroleum pipelines and related valves,flanges and unions so located on the...property” (emphasis added.).A copy of the recorded deed is attached to this report.However,the tax records for the Kenai Peninsula Borough show the John C.and Gerlind E.Groothof Trust as the owner of record.Further research would be needed to reach a definite conclusion about ownership of this parcel,but this limited research indicates that fee ownership of the property rests with the Groothof Trust. Lot 27A,Block 10,U.S.Survey 1771,as described in Plat 81-10,Waterfront Subdivision No.5. The owner of record appears to be Arthur English and John Gruber.Title was conveyed to Mr. English and Mr.Gruber from Jack P.English by quitclaim deed dated April 6,1988.This deed was recorded on April 12,1988,in Book 29,Page 892,in the Seldovia Recording District.A copy of the recorded deed is attached to this report.The Kenai Peninsula Borough tax records confirm that Mr.English and Mr.Gruber are the owners of record. Lots 1 and 2,Block 10,U.S.Survey 1771.The owner of record appears to be the City of Seldovia.This is based on the information contained in the tax records for the Kenai Peninsula Borough.There is no information on these 2 lots available in the online information for the Seldovia Recording District. Disclaimer:This land ownership report does not purport to insure,warrant or certify title.This report is not a legal opinion.The research of the BLM,DNR and State Recorders Office records was limited to a review of the computerized files.The opinion is the result of a limited research effort as described above. Prepared by Rick Eliott Land Consultant for LCMF March 17,2005 ake.¢COUNTY OF KING ) TeyNes tee 4).599.E52STATUTORY WARRANTY DEED The Grantor,WESTERN PIONEER,INC.,a Washington corporation,whose mailing address is 4001 Shilshole Avenue NW,Seattle,Washington 98107,for good and valuable consideration in hand paid,conveys and warrants to the Grantee, SELDOVIA FUEL AND LUBE,INC.,an Alaska corporation,whose mailing address is 4620 Virgo Avenue,Anchorage,Alaska 99516,the following described real estate located in the Seldovia Recording District,Third Judicial District,State of Alaska: Lots 28 and 29,Block 10,ORIGINAL TOWNSITE OF SELDOVIA,U.S.Survey 1771;Lot 39,Block 10, ORIGINAL TOWNSITE OF SELDOVIA,U.S.Survey 2160. SUBJECT TO restrictions,reservations and easements of record. DATED this 12th day of March,1999. WESTERN PIONEER,INC. Bray.&intewoMaxD.Soriano Charman of the Board STATE OF WASHINGTON ) )ss. The foregoing instrument was acknowledged before me this 12th day of March,1999,by Max D.Soriano,Chairman of the Board of Western Pioneer,Inc.,a Washingtoncorporation,on behalf g§Py jon,of Megpitie,yyFPiwnyte3 ee ethFeweBAowebe1.Sloyhfe&Pamela T.SteinAe:wes Notary Public in and for State of Washington,OF wase™residing at Shoreline.cn a My Commission Expires:09/01/8S FhAETERRECORDINGRETURNTO:Frank L.Blodgett 4620 Virgo Avenue Anchorage,Alaska 99516 soon,pace OZ | Suisove Vio Osact weeeEE5 :.$ ij t 1s ok etetaeeeeelotOBNUselcee oreRotuititie oo.f. ASEIE3%a sauna aceenmnennemeennmaite éi h eie eragysrmairiingnati fie Saw AS ATS eeeinsekeMURAeeweSORENeeaaemeewWyeFIED FOR RECORD AT REQUEST OF EFP-OS2.WHEN RECORDED RETURN TO Frank L.Blodgett 4620 Virgo Avenue Anchorage,Alaska 99516 'QUIT CLAIM DEED THE GRANTOR,WESTERN PIONEER,INC.,a Washington 'corporation,P.O. Box 70438,Seattle,Washington 98197-0348 for and in consideration of Ten and 00/100 ($10.00),and other good and valuable consideration conveys and quit claims to SELDOVIA FUEL AND LUBE,INC.,an Alaska corporation the following described real estate,situated in the Seldovia Recording District,Third Judicial District,State cf Alaska,together with all after acquired title of the grantor(s)therein: All right,title and interest in and to all improvements,whether the same constitute real or personal property including,but not limited to,any petroleum pipelines and related valves,flanges and unions so located on the following described property: the northerly fifteen feet of Lot 27,Block 10,ORIGINAL TOWNSITE OF SELDOVIA,according to the Plat of U.S. Survey 1771. DATED this 12"day of March,1999. WESTERN PIONEER,INC. DVN taw,KortivieBy:Max D.Soriano Its:Chairman of the Board Page 1 of 2 MONa Be ke &aarAdySiaTdotSeaoe ,ag peepee,as os "a PS StrictUNITEDSTATESOFAMERICA)BT ee 5 STATE OF WASHINGTON )ss COUNTY OF KING ) On this day personally appzared before me MAX D.SORIANO,to me known to be the Chairman of the Board of Western Pioneer,Inc.,the corporation that executed the foregoing instrument,and acknowledged the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and on oath stated that he is authorized to execute the said instrument on behalf of said corporation. GIVEN UNDER MY HAND and official seal this 12*_lA _day March,1999. qatet8bsecsag,Lanele 7T.SloSHATSiete,By:Pamela T.sideFeresNOTARYPUBLICin and for the State of$'o noray =Washington,residing at Shoreline. .-i i =Bees eS.A My commission expires:09/01/00%OER "a , "agORWASMew : 4bsSmaee\ ttreonF/-f 4...of7FALa!Lawes ween cama cee Page 2 of 2 aQe 7 .QUIT CLAIM DEED BOOK.eld PAGE S28 gy "HE GRANTER,Jack Po English -..2 for and in consideration of One doliar ($1.00)and other valuable consideration C.on conveys and quit claims to Arthur English &John Gruber »the following described real estate,situated in the City of Seldovia,State of eatAlaska:{meSyste-'nwiiaCOLot 27A,Block 10 WaterfrontSubdiv sion No.5 Pi adOnfileintheSeldoviaRecordingDistrict"- Third Judicial District State of Alaska Qoa ,pated this &day of hiner)}»1983. v ,4 (/"4d a ry ” '" i ;Puy fk wf ve ),A ;f fib 'Jacks oem h'/ een eee é , a UNITED STATES OF AMERICA ) x]STATE OF ALASKA ) u THIS IS TO CERTIFY that on this @ day of Barc!»1988aebeforemetheundersigned,a Notary Public in and fOr the Spate of Alaska,duly commiss:oned and sworn,personally appeared ,AcK Eyja liotomeknowntobethepersondescribedinandwhoexecutedtheaboveand foregoing instrument,and acknowledged to me that he/ehe signed and sealedthesamefreelyandvoluntarilyfortheusesandpurposedthereinmentioned. WITNESS my hand and official seal the day and year in this certificate first above written.Srubera)Lye.Ctdcar WL bbekice Notary Public for Alaska de ahayyMycommissionexpires:/L/27/90 ERteeiseeaebineNeeah2ERPIRatOMeSeeteeWy.p< G2 §§-94 e RECORDED -FEED /0-- ; ce Seldovia _rec.vist. o :DATE...4.ka wid.tS ne...(24S A. red -Keavased und Mrasdtrd _ 20 Blau eeas- Rick Elliott Land Consultant 5452 Cape Seville Drive Anchorage,Alaska 99516 Phone/Fax:(907)868-4043 e-mail:rickelliott@gci.net April 14,2005 Glen Oen LCMF,LLC 139 E.51%Avenue Anchorage,AK 99503-7205 Glen. Here is the limited liability report for the north 15 feet of Lot 27,Block 10,U.S.Survey 1771.This report was prepared by Kachemak Bay Title Agency,Inc.This report shows that Craig Tarango,as Trustee under the John C.and Gerlind Groothof Trust Agreement is the owner of fee simple estate.This is the same ownership shown in the Kenai Peninsula tax records.As I have noted previously,Western Pioneer Inc.did issue a quit claim deed to Seldovia Fuel and Lube,Inc in 1999,but it appears that Western Pioneer did not have the fee interest to convey and is probably why they issued a quit claim deed instead of a warranty deed.A copy of this deed is included in the report. Also,enclosed are copies of other documents that I previously faxed to you. 1,License Agreement for Petroleum Pipeline.This was issued by the Groothofs to Chevron for the purpose of maintaining and repairing a petroleum pipeline on the subject lot.However,it no longer has any force or effect because the license was personal and not assignable. 2.Warranty Deed from Sandra Zanotto,as Successor Trustee of the Groothof Trust Agreement.This deed pertains to Lots 28 and 29,but is included because it indicates that Ms.Zanotto may now be the successor trustee to Craig Tarango.This probably would apply also to lot 27 but would not show up in the chain of title research. 3.Quitclaim Deed from the Groothofs to Craig Tarango as Trustee under the Groothof Trust Agreement.This is the vesting document for the subject lot.(This is also included in the title report.) 4.Individual Quitclaim Deed from John Groothof and Gerlind E.Groothof to John C. Groothof and Gerlind E.Groothof.This deed was issued to correct any ambiguities in the owner of the property. Glen Oen April 14,2005 Page Two I would recommend that the City approach the Trustee of the Groothof Trust Agreement about purchasing the subject property.The Kenai Peninsula Borough tax records show an assessed value of only $800.The lot is not large enough for any development.As noted above,the Groothof Trust Agreement may now have a successor trustee who would be the contract person. If you have any questions about any of these documents,or if you need any additional information,please let me know. Sincerely, Kul fOt Rick Elliott Land Consultant Enclosures:a/s \ ¢ Kachemak Bay Title Agency,Ine. 3733 Ben Walters Lane,Suite 1,Homer,Alaska 99603 Phone (907)235-8196 *Fax (907)235-2420 LIMITED LIABILITY REPORT Agent for Stewart Title Guaranty Company Rick Elliott 5452 Cape Seville Drive Anchorage,AK 99516 ATTENTION: Premium Amount:|$250.00 Tax Amount:|$16.25 File Number:|25992 Today's Date:April 5,2005 This is a Limited Liability Report as of March 15,2005 at 8:00 A.M.on the following described property: The North 15 feet of Lot Twenty-seven (27),Block Ten (10),ORIGINAL TOWNSITE OF SELDOVIA, U.S.SURVEY 1771,in the Seldovia Recording District,Third Judicial District,State of Alaska. A search of the records of the Homer Recording District Office by this Company reveals that title to the property described herein is vested on the date shown above in: CRAIG TARANGO,as Trustee under the JOHN C.and GERLIND E.GROOTHOF TRUST AGREEMENT,dated February 10,1989,an estate in fee simple. SUBJECT only to the exceptions shown herein. lL) CAJoleneGrada Authorized Signator LIMITED LIABILITY REPOR1 File Number:25992 (continued) SUBJECT TO: 1.RESERVATIONS and exceptions as contained in U.S.Patent,and/or acts authorizing the issuance thereof. 2.TAXES DUE the taxing authority noted below for the year indicated are a lien,but not yet due orpayableaslevythereforehasnotbeenmade: Year:2005 3.EASEMENT affecting the portion of said premises and for the purposes stated herein,and incidental purposes thereto: For:Sewer line In Favor Of:CITY OF SELDOVIA Recorded:August 11,1955 Volume/Page:9/229 Affects:As described therein 4.THE EFFECT,if any,of that certain Bill of Sale as described below: Grantor:M/V CONSTRUCTOR CO.,an Alaska CorporationGrantee:SELDOVIA FUEL INC.,an Alaska CorporationDated:August 21,1989 Recorded:September 22,1989 Volume/Page:30/845 5.THE EFFECT,if any,of that certain Warranty Deed as described below:Grantor:GENERAL MARINE SERVICES,INCORPORATED Grantee:WESTER PIONEER,INC. Dated:April 6,1990 Recorded:April 9,1990 Volume/Page:31/321 6.THE EFFECT,if any,of that certain Quitclaim Deed as described below: Grantor:WESTERN PIONEER,INC. Grantee:SELDOVIA FUEL &LUBE,INC. Dated:March 12,1999 Recorded:March 19,1999 Volume/Page:36/872 This report is restricted to the use of the addressee and is not to be used as a basis for closing any transaction affecting title to said property.Liability of the Agency is limited to the compensation received therefore. kd 4/5/05 Book We pace_FZQ.Sexova Recerding Distrct "WHEN RECORDEDRETURNTO Frank L.Blodgett 4620 Virgo Avenue Anchorage,Alaska 99516 QUIT CLAIM DEED THE GRANTOR,WESTERN PIONEER,INC.,2 Washington corporation,P.O.Box 70438,Seattle,Washington 98107-0348 for and iin consideration of Ten and00/100 ($10.00),and other good and valuable cor a ys and quitClaimstoSELDOVIAFUELANDLUBE,INC,an Alaska corporation the following described real estate,situated in the Seldovia Recording District,Third JudicialDistrict,State of Alaska,together with all after acquired title of the grantor(s)therein: All right,title and interest in and to all improvements,whetherthesameconstituterealorpersonalPropertyincluding,but notlimitedto,any petrol and related vafves,flangesandunionssolocatedonthefollowingdescribedproperty:the northerly fifteen feet of Lot 27,Block 10,ORIGINAL TOWNSITE OF SELDOVIA,according to the Plat of U.S. »Survey 1771. DATED this 12*day of March,1999. WESTERN PIONEER,INC, Page1of2 ©act £25 ":UNITED STATES OF AMERICA Sercows Recording Distinct). STATE OF WASHINGTON =')ss. COUNTY OF KING ) .On this day personallyappearedbeforemeMAX D.SORIANO,to meknowntobetheChairmanoftheBoardofWesternPioneer,Inc.,the corporation'that executed the foregoing instrument,and acknowledged the said instrument to be"the free and voluntary act and deed of said corporation,for the uses and purposesthereinmentioned,and on oath stated that he is authorized to execute the said.,iastrurment on behalfofsaid corporation, GIVEN UNDER MY HAND and official seal this_12°day March,1999. Rawle T.Sha By:Pamela T.Stein NOTARY PUBLIC in and for the State of Washington,residing at Shoreline. Mycommission expires:09/01/00 GEL o +Ag4 ay ithe following real property located in the Seldovia Recording ven POKALPreBz AS 34.15.0300 THE GRANTOR,GENERAL MARINE SERVICES,INCORPORATED,anaskacorporation,whose mailing address is: Es P.0.Box 203048,Anchorage,AX 99520-3048 or and in consideration of TEN DOLLARS ($10.00)and other goodindvaluableconsiderationinhandpaid,the receipt of which isarebyacknowledged,conveys and warrants to WESTERN PIONEER,HC.,@ Washington corporation,whose mailing address is: 510 L Street #306,Anchorage,AK 99501 istrict,Third Judicial District,State of Alaska: Lot Thircy-Nine (39),Block Ten (10),ORIGINAL TOWNSITE OP SELDOVIA according to U.S.Sucvey No.2260,in the Recordsof.the Seldovia Recording District,Third Judicial District, State of Alaska;ANDLotsTwenty-eight (28)and Twenty-nine (29), Block Ten (10),ORIGINAL TOWNSITE OF SELDOVIA,according to the Plat of U.S.SURVEY 1771 intheRecordsoftheSeldoviaRecording District,Third Judicial District,State of Alaska. *See Attached Bill of Sale SUBJECT TO reservations,ptions, conditions and restrictions of record,if any. ¢ ts,covenants, DATED this 6th day of April ,1990. |SEND ORICINAL TO;GENERAL MARINE SERVICES,|WESTERN PIONEER,INC.: 3510 L St.#306 Ree coke)cor oration-,Anchorage,AK 99501 |Ps :Bys J LUIS Ita rebident UVtyDaan Bua ford,DAWN BURFORDSTATEOFALASKA )ss. Third Judicial District )te:Secretary :The foregoing instrument was acknowledged before nethisex.day of _April »1990,by JOEY WILLIS &DAWN BURFORDresident&SecretaryofGeneralMarine Services,Incorporated,the FPanAlaska corporation,on behalf of the corporation. Freud Seat,STATE OF ALASKA fo NOTARY PUBLIC Notary Public In and for AlaskaLYMAEHARTMyCommissionExpires:3 -25-%2 SEND ORIGINAL TO: WESTERN PIONEER,INC. orut o sme BOOK ZL PAGEFZZ ALL MEN BY THESE PRESENTS,that GENERAL MARINE SERVICES,INC.,an Alaskan Carporaticaexreferredtoas"Seller",for and in consideration"of TEN DOLLARS ($10.00)lawful money of the UnitedAmerica,to them in hand paid by WESTERN PIONEER,INC.,a Washington Corporation ér referred to as "Purchaser",and other good andconsideration,the receipt of which is hereby acknow-6,by these presents,GRANT,BARGAIN,SELL and CONVEYurchasers,their heirs,executors or administrators, s and assigns,that certain personal property morescribedasfollows: "AS SEZ EXHIBIT "A” HAVE AND TO HOLD the same to said Purchasers,theirxecutorsoradministrators,successors and assigns'it Sellers do,for themselves,their successors,'or administrators,and assigns,covenant and agree toPurchasers,their heirs,executors or administrators,iors and assigns,(i)that the Sellers are the lawful'of the personal property,(ii)that the personal prop-jatfree from all encumbrances,(iii)that the Sellersestherighttosellthepersonalproperty,and (iv)thatSellerswilldefendtheirrighttosellthepersonalagainstallthelawfulclaimsanddemandsofall TED this 2 day of April 7 1990 ,(eyo ne. DAWN BURFORD,Secreta ae . .dsHesJudicialDistrict}on he foregoing instrument was acknowledged before me thisGayof_April ¢19.90,by JOEY WILLIS and DAWN BURFORD,to me to be President and Secretary,respectively,of GENERAL MARINE SERVICES,° md on oath atated that they were authorized to execute the instrument as and voluntary act and deed of said cosporation.Notary Fait in and i AlaskaBe7AAMyCommissionexpires:3- STATE OF ALASKA NOTARY PUBLIC LYNNE HASTz bt -oOga$3be25gy8 Q: s oO F isa) pipelines and related valves,Flanges and unions so located Aa)aa4esa333& tJ at < - % o> & 'eu a a420Bu | aoota4ufoeobheoaBe "8 3.aaeu aae23roaWAG=9: Ners ibed property:ollowing descr records of the Third Judicial District, Survey 1771 ia thetothePlatofU.S. Seldovia Recording District, Block Ten (10),ORIGINAL TOWNSITE OF SELDOVIA,according State of Alaska. The northerly Fifteen feet of Lot Tventy-seven (27), 3 BOYER ADDRESS:ete,($10 "L"STREET #106o S BILLOFSALE p0K_30PACES45. len by These Pr ,That M/V_CONSTRUCTOR CO.,an the part.Of the first part,for and tn consideration of the sum Dollars, the United States of Anverica to then in hand paid by of tha second past,the receipt whereof ts hereby acknowledged,doS*...by these iS val great bargain,sell and convey unto the said part ¥.-.--of the second part,..__their:rie 7 4 and e3sig the folloving: spf H/V CONSTRUCTOR CO.,INC.'s right,title and ioterest iao'all improvements located on Exhibic 1 hereto on the dateof,whether the same coustitute real or personal property-out limitation on the generality of the foregoing,said in-ements include any petroleum pipelines and related valves,ges aad unions so located on said date in which M/V CONSTRUCTOR 0Sanae a5)HAVE AND TO HOLD the same to the said part...¥...of the second part,Sit.4 "adminisministratora and assigns forever.and .....the uodersigned dass. Sthete neirg and ators,t and agree to and with the sold the second pazt,their .sand assi,to warrant end « tors,administrators and assigns,against all and every person Pertons fully clafming or to claim the same. BS$WHEREOF,We ___.ha__¥¢__hereunto act -..0Ul...hand®end seal..the AUGUST aD,19.89 M/VCONSTRUCTOR CO.(seal).> anJNC.,an Alaska corporation,located at Draver B,Seldovia,AK 99663 peor,personaly appeared...JOFX.WILLIS SEC/TBEAS_NE MLV CONSIBUCIOR Sin.iTackan corporatton to be the person...described in and who executedtheaboveand foregoing Instru-:a acknowledged to me that.-__he____signed and sealed the same freely and volun-iacilyforPheuses and purposes therein mentioned,foc said corporation.. ei WITNESS my hand and official seal the day and year in this certificate first above written. eo co,.bile for State of Alaska,My commission expires '1 00)2)FM? te |io213=|EidBaeétidyz<!3 e |_|is ida,Laegtes z gS i¢HE Biadl a PR nO ee Dea or gacstgyeeeeats, BOOK 30 PAGE_£47 EXHIBIT 2 ivereain real property lying vithin the Seldovia Tomsite,Seldovia3»Thicd Judicial District,State of Alaska,pore arly described as follows:ding District >the T.iS)Northerly 15 feet of Lot Twenty-seven (27),Block 'Ten (10),ORIGINAL TOWNSITE OF SELDOVIA,according to«S.SURVEY L771,Kenai Peninsula Borough Parcel No. 99- ;"Y99 607 Areae OrAiSegoeoesFaeBak,se4 ' a43 'feta BOOK_30_PAGE 07, Seit aed mail to:AearkerEsq.- ¢statements to:DOCUMENTARY TRANSFER TAX:NONE - property conveyed ilens er encuabrances remaining at sale .CA 95405 eoes Computed on the censidecation of value ef QUITCLAIM DEED 1989,JOHN C.GROOTHOFmSsay 2%Sati§LIND ad retin,facttorne rn 32 GERLIND E.-GROOTHOF ©\ ine carns .SUMEIOF CALIFORNIA ) SONYIOR SONOMA aethis the ro aay of elrery,1989,before me,theQnedNotaryPublic™personally appeared GERLIND E.GROOTHOF,lly known to me on the basis of satisfactory evidence to be theWhosenameissubscribedtothewithininstrument,and edged that she executed it. SS.ewFNESS my hand and official seal..FArete Crener Y no consideration eves Computed on the consideration of velue less BOOK.30_PpAGE_OS TATE OF CALIFORNIA ) G )ss.COUNTY OF SONOMA -)7ce'On this the "_day of Zt &.,1989,before me, 'the undersigned Notary Public,personally appeared GERLIND E.HAL EGROOTHOF »as attorney in-fact for JOHN C.GROOTHOF,personallyyuknowntomeand/or proved to me on the basis of satisfactorye®evidence to be the person whose name is subscribed to the.within'instrument,and acknowledged that she executed it. WITNESS my hand and official seal. Cremer ESWytersa Crna Cot 4,1007 / 89-51 .SBCpROED "RED -pS Vi ene, pate:3-la wkZ_we,L205 A» Eepvatedby Aad eeewerteow AfeesaERSassie.Seldovia Townsite,for the considera don of one dollar tow PEAS:'this conveyence hud not been executed. wo That we are the duly elected Trustees of the Seldovia Bills Club and KNOW ALL KEN BY THESE PRESENTS,thatwe;'BAHRS;EsJACKP.ENCLISH,of Seldovia,Third Division,Territory of Al'sTrusteesoftheSeldoviaB.P.O.E."Bills Club®,the:owners:i s (ey 9 An-hand :podd,the receipt whereof is hereby acknowledged,and of the covenants andmentehereinexpressed,hereby grant unto the City of Jeldovia,In the-salTerritoryof"liska,a perpetual right of way over and across and an easement)in,the land hereinafter described,for the purvose of laying and maintain-ing a sewer line for the Seldovia School;the szid land being described as: ._Beginning at point "6 Kd corner of Lot 27 block 10 asbeginningofeasement,thence 24°45'E 25.02";.thence3.$7 30"EB 47.82";thence N 59°50'E 22,50";thenceM57)30"W 76.28%;thence S 57°15!W 7.12!to begin=ning of easement,Area cf easement 1s 1328.5 sq.ft. .TO'HAVE aND TO HOLD the same unto the siid city for the uses and pur=poses herein set out,.. _The said city hereby covenants to and with the grantor nerein that theaaidpSpeorpipesshallbesolidasnottointerferewiththeusualealtivationofthepremisesnoranybuildin:s trercon. .It is mutually covenanted and agreed tht the possession and use ofthesaidpremisesaretobeandremininthegrantor,his heirs,executors,adzinistrators and assigns,submect to the grant herein made,as fully as if The grantor hereby covenants that this easement shall be binding onhishetrs,executors,administrators and assi;ns. a, :SFLOOVTA BILLS CLUB,Signed,Sealed and Delivered in the Presence of:by ___¥.J,Bahrs .Trustee Mae Vinberg Jack P.Inglish ELF,Herr: >Trustee '' USITED STATES OF AMERICA )- .SS. TERRITORY OF ALASKA ; THIS IS TO CERTIFY that,before me t 4s 'nd day of February,1955,the undersigned a Notary Public in and for the territory of alaska,personallyacpearedE.J.BAHRS,and E.F.HERR,both know to me and to me known to betheidenticalindividualsnamedinandwhomadethefollowingstatement: 'that Jack P.English,the Notary herein is also &duly elected Trustee of the said Bills Club,and that the said club owns the property described in the hereto attached easexent described as Lot 27 of oo Block 10,Seldovia Townsiteandweeachforhimselfandnotone for the other acknowledge that we exe- cuted the said easement freely and.voluntarily for the uses end pruposes therein set forth. ..°WITNESS my hand and official seal on theday and year in this certi- ficate above written, __Jack P Notary Public for AlaskaMycom.expires:1/12/57 Filed for record at the request of Jack P.English,Aug.LL,1955 (seat) hoe $aSolasRoceto!(LCENSE AGREEMENT VOR PETROLEUM PIPELINE THE Undersigned,JOHN GROOTHOF and GERLIND ELIZABETH GROOTHOP,husband and wife,as tenants by the entirety,. (reforred toa as "Livensor")whose address is 3368 Magowan. Orive,Santa Rosa,California 95405 grant and convey unto CHEVRON U.S.A. Ine.,a corporation incorporated in-the 22.0StaleofCatrieanwo »whose address is P.0..Box 2569,Qakland,e2kttormia +4765,(referred to as "Licensee"),a license over,undaor,throveh andl across the following described'real property for the purpose of maintaining and -repairingawpetroleumpipeline: The Northerly 15 feet of Lot Twenty-seven ,(27),°Block 'ren (10),ORIGINAL TOWNSITE OF”SELDOVIA,°according to U.S.SURVEY 1771,'in the SeldoviaRecordingDistrict,Third Judicial District,State of Alaska. This license is personal to the Licensee and is nonassign-able.The license is to become effective upon the closeofescrow9fthetransactionbetweenthepartiesinvolving:thesaleofLot6,Block 11,Original Townsite of Seldovia from Chevron U.S.A.to JOHN GROOTHOF and GERLIND ELIZABETH GROOTHOF.This license shall remain in effect during the. remainder of the term of the fifteen year Lease Agreement, dated June 11,1965,between JOHN GROOTHOF as Lessor andSTANDARDOIL'COMPANY OF CALIFORNIA as Lessee.oo Licensee convenants and agrees that such petroleum pipeline shall not interfere with Licensor's use andenjoymentofthesurfacecfsaideasementandfurthercovenantsandagreesthataftermaintenance,improvement orrepairofsaidpetroleumpipeline,to restore the.surface area of the easement to a condition as.reasonably similar to the condition of such surface area prior to the maintenance,improvement or repair of such petroleum pipeline. LICENSOR LICENSEE CHEVRON U.S.A.INC. Byt bw:Bes wer cemeewaeetcJOUGROOTHOPbyhisTitle:Rowe wl EAS attorncy-in-fact CERLIND ELIZABETH GROOTHOF .fete cok 'By Oo agen geeGLRDENDELUAZABLTH-Pitle: GCROFTHOP Soe T ID STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this 2¢-(a__day of sz]ley rest eu OTs26/78) la ALS,mo ,to me knowntobetheindividualdaseribedin, in Fact of CHEVRON U.S.A. and who executed the within instrument as Attorney .INC.,a corporation,and acknowledged to me that he signedandsealedthesameashisfreeandvoluntaryactanddeedasAttorneyinFactforsaidCHEVRONU.S.A,INC.i tioned.in the capacity and for the uses and purposes therein men IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day ard year first above written. -if 4cee.foo.bee ee eeeNotaryPublicinandiFthe.Atgte ofWashington,residing at .@@e Bethe ££.Le . < 2P-104 'ROE Epoxy 74,. G-/8- 78: 4155 A IAT 1868393 BOOK 20 _PAGE_6 55 |A AS 3LZ. WARRANTY DEED 2 The Grantor,SANDRA ZANOTTO,as Successor Trustee of the JOUN C.AND GERLIND E.GROOTHOF TRUST AGREEMENT,dated3February10,1989,of 333 Seuth E.Street,Santa Rosa,California,95404,for and in consideration of the sum of Ten 4 Dollars ($10),and other valuable consideration,in hand paid, does hereby CONVEY,GRANT and WARRANT unto SELDOVIA FUEL CO., 5 INC.,of 1000 Whitney Read,Anchorage,Alaska,99501,Grantee, and to its successors and assigns,forever,the following 6 described real property located in the State of Alaska,to wit: 7 Lots Twenty-eight (26)and Twenty nine (29), Block Ten (10),ORIGINAL TOWNSITE OF i 8 SELDOVIA,according to the official plat i thereof,filed under Plat Number USS 1771,!9 Records of the Seldovia Recording District,' :Third Judicial District,State of Alaska 10 TOGETHER WITH,all and singular,the tenements,here- tl ditameants and appurtenances thereunto belonging or in anywise appertaining,SUBJECT TO existing reservations,exceptions, 12 easements,covenants and conditions of record. 413°DATED this [Ti tay of July,1989. 14 15 .1d /Sandra Zanott'Succesfor Trustee\ t 17 STATE OL CALIFORNIA ) '18 S )ss.COUNTY OF .DUM e__y 4;719fa4 \THIS IS TO CERTIFY that on this /'/ day of July,1989,.20 before me,the undersigned,a Notary Public in and for the State a of California,duly commissioned and sworn as such,personally\2l appeared SANDRA ZANOTTO,known to me and to me known to be theSuccessorTrusteeoftheJOHNC.AND GERLIND E.GROOTHOF TRUST22AGREEMENT,and she acknowledged to me that she bad,in ner .official cupacity aforesaid,executed the foregoing 'locument for | rr)«3 the intents and purposes therein contained,purstiant to the !rd .authority vested in her by said Trust.gq AN ! =24..: 4 4 WITNESS my hand and official scal the day and year in: s-3 29 \this certificate first written.een : aw .,; no -s 4 f yn H zbee 26 Cate,/+f ap Gm angaayNPublic-tor theState odaaySTRATNotaryPut) .#eg3 27 oTCARY MESA Calitornij4,County of Poamye--are fy Oran Punic CALIFORNIA ty commiSsion expires:4/2279 2h F b 4 3 28 ay Comer fepres hae 22,1990. ge9G§b 29 . x *: ) u,30 im aq.\3] A 31 | /.Heturn tas RECORDED -ERED /032Jogmith,Kealtor Seldovia.acc.ot. tox 1926Anchorare,alaska -'dolu pare j-w£Fme...LAS.AL tnqeewed by RRAukdroasks LokeeaTAMRITNSa=.io Robert Disharoon,Esq.ARES4ro;,'OK-3O_PAGE407. Recording'requested by:Pree Robert Disharoon,Esq. When recorded mail to:Marten ANDERSON,ZEIGLER,DISHAROON &GRAY P.O,.Box.1498 Santa Rosa,CA 95402 Mail tax statements tto:DOCUMENTARY 'TRANSFER TAX!MECRa yee ag aac :3368 Magowan Driv 'cs vetsSantaRosa,CA 95405 eeee Computed on the consideration ofpropertyconveyed.«o--Computed on the considvtation:orvateliensorencumbrancesremainingat.sole / QUI'TCLAIM DEED FOR A VALUABLE CONSIDERATION,receipt of which is hereby acknowledged, JOHN C,GROOTHOF and GERLIND E.GROOTHOF,his wife,as tenancy Py theentirety do(es)hereby remise,release and forever Quitclaim to dis SE a 'CRAIG'TARANGO.:as Trustee?:under the JOHNCc.AND.GERLIND E.GROOTHOF TRUST AGREEMENT dated February "72.,1989 the following real property situated'in the Seldovia 'Recording District,State of Alaska,described as follows: All that real property situated in Kenai Peninsula Borough: Lots 28 and 29 Blk 10 Original Townsightof Seldovia T8S,Ri4w,S.B.M. A.P.No.192-024-2800 North 15 ft.Lot 27 Blk 10 Original Townsightof Seldovia,T8S,R14W, S.B.M. A.P.No.192-024-3900 Dated:efre ,1989.JOHN o GROOTHOFNoreVades,g %lagLINDFEcROOTHORWeopneyin-fact |peS Ca guy?satis E«2GROOTHOF ©\ STATE OF CALIFORNIA ) ss. COUNTY OF SONOMA --son this the vet aay of ws Lo recatey ,1989,before me,theundersignedNotaryPublic,personally appeared GERLIND E.GROOTHOF,personally known to me on the basis of satisfactory evidence to be thepersonwhosenameissubscrivedtothewithininstrument,andacknowledgedthatsheexecutedit. WITNESS my hand and official seal. Gi VAL je ff tru.:/{\.we ne)[" P PRINS WE < B00,30_pAGE HOS STATE OF CALIFORNIA } )ss. COUNTY OF SONOMA ) On this the "day of 7 &.,:1989,before'me,the undersigned Notary Public,personally appeared GERLIND £.GROOTHOF,as attorney-in-fact for JOHN C.GROOTHOF,personallyknowntomeand/or proved to me on the basis of satisfactory evidence to be the person whose name is suvscribed to the withininstrument,and acknowledged that she executed it.; WITNESS my hand and official seal. &9-51 RECORDED REEDFOOVIG.asc.vist, DAE fo ndme-_LaOS A ».Recvested by Adds wonhed eRar2hieMtEtaerevewigeePeTrarc Nome Steet Addros City &Siote L .me aw de ma cr 23RECORDINGRENUESBYThtoRULSeek ROBERT DISHAROG.”,ESO. AND WHEN GECORDED MAIL TO ROBERT DISHAROON,ESO. 30 Old Courthouse Square Pest Office Box 1498 Santa Rosa CA 95402 Nowe sweer 22068 Magowan DriveAcome6SantaRosaCA95405 Cry & Sate |i SPACE AGOVE THIS LINE FOR RECORDER'S USE MAT TAR STALC MENTS 10 iMr.&Mrs.John C.Greothof individual Quitclaim Deed .TS FORM FURNISPED OY TICOR TITLE INSURERS APN 192-024-3900 192-024-2800 The undersigned gramtorts)dea Phareist No.Consideration C Veompotedion fill vaddue of projucis conveved.on oa Documenta transfer taxis &TOT. computed on full walte fess clare of bene aad ete astiaan es penning ab iiae af sate, SOF nine orperated areas 6 CG ot .;bebe eee ce ew tt DOTY VALE ARD R CONSIDER LEV EION,pecer tad ehh as berebs ae ktowbesteeal, JOHN GROOTHOF and GERLIND ©.GROOTHOF,his wife, hereby REMESESH TEED Ashes.SSD ROUEN ER QUELCE Mess. JOHN C.GROOTHOP and GERLIND £. by the entirety, the following:descetbedd cea!properties an the Seldovia Recoruing District Sraiteot NRHAKX ALAS: GROOTHOF,his wife,as tenancy ALL that real plomerty situated ian Kenai Peninsula Borough: Lots 28 and 29 Blk 10 Original Townsicht of Seldovia T8S,Ri4dwW,S.h. A.P.No.192-024-2800 North 15 Ft.Lot 27 BLK 10 Oriainal Tounsight of Seidoviu,VSS,RI4W AJP.No.192-024-3909 The sole purpose of this Deed is to carrect any ambiguities as to the owner of this property.Jchn ©.Groothof£is one of the owners of the property and is not to be confused with John R.Groothof,his son, who has ro interest in this property. Dated ...March5,1982 STATE OG}CALIFORNIA 1countyor...SONOMA On.Me!Lthes areder seatsigned,a Notary Publ i and fop said:State Uv sen ___GERLIND E.GROOTHOF ne e hiawa fe fe islybetheperseni.whoee name AS_ Ssanstramensandacknowledeedthat...sho cee rected the samme, WITNES*my bond ond ¢-fieial seal. J postNee:.oohobfora ...wipnarsze MES Cb eat alt ane 27 Loga tA f(ttre!Eeerow or Laan No.--oe_Title Orbs Ne SCT»icesanheRaataahbaalATERAREASraeSTATE OF CALIPORNIA,' :ravemenoronyOf.SONOMA f On this.oth day of farch fn tke yeor *one thousand nine hundred ond.8.2._before me i 4 :a fe chars phybfic.State.BocAten>ewy commissioned and sworn,personally appeare tse oe known to me to be the person whose nome is subscribed to the withis instruonent as the attorney in fect of.JOHN GROOTHOF and acknowledged to me that _>__he subscribed the rome.OF cssnceen osscsncen ence tseetecnsesscetcas teenJOHNGROOTHOF st sateenenncnannthereto as principal._.,and nEX own neme cs ottorecy in fect.neemanaaied )IN WITNE R hex hand ond affired ficial sectESSWHEREOFfhevehegeuntoseteyaffizedmyoffee. in the,County of.cones oenthe day ondyearinthiscertificatefirstabovetuntten,+. f .__fog.fousThinMocument1ang8penereloremwichmayheDragsfireUseHmemeleeantatuttEwher5ColtowanhOOdeAeDGdet ee om tANdohncmayACO,OF Hb RIO NBed 19 St.8 8 BUbDIHHULe Fa IME amore Od 28 ano Ne®Nou Public,State of California.t i The put.tusher Gone not mane any warsanly einer eNareNL >mDIed at LD Fe tego '1 walutty et any BrovittonoF the wilabetity af (hese fovmnn on ony ipeclie Wantac ton My Commission Expires...eee cba wees \ Cawdery's Forin No.24--Acknowledginent-Atiorney in Fact ur 4...1 CC see 1199) ; | 27S .e APPENDIX B FLOOD HAZARD DATA \\ion ae penn fo /an \|/\eeae x /pan)ble wn "-F1 OOD RISK a -\aoaZONEVane\FLOOD RISKLL--|ZONE Cc\\\/_ \ee \\,1 ae |19202610_-\w LOT.1---aa ' -BLOCK 5 -a\oa \,"19202444 ,| Pa "Lot3a //i: |a BLOCK 10 / / 5 ”a /}|ae . é { -_-19202609 wa l --_oe A eee LOT 2 hoee_--""'BLOCK5 |SON. a ,19202428 SAooLOTS28&29 PSNaeSe\s BLOCK 10 |\ae SONY PYee'NU \\7 en SITE FLOOD HAZARD DATA \ | -n/a |\a|ae 4 pein os LL.i Zz -Flood insurance Risk Zone Designations- Zone Description A Special Flood Hazard Areas inundated by the 100-year flood;base flood elevations are not determined. A1-A30 Special Flood Hazard Areas Inundated by the 100-year flood;basa fiood AE elevations are determined. AO Special Flood Hazard Areas inundated by the 100-year flood;with flood depthsof1to3feet(usually sheet flow on sloping terrain);average depths are . determined.For areas of alluvial fan flooding,velocities are also determined. AH Special Flood Hazard Areas inundated by the 100-year flood;flood depths of 1 to 3 feet (usually areas of ponding);base flood elevations are determined. AR Special Flood Hazard Areas that result from the decertification of a previously credited flood protection system that is in the process of being restored to provide a 100-year or greater level of flood protection. AR/A1-A30 =Special Flood Hazard Areas that result from the decertification of a previously . AR/AE.credited flood protection system that Is in the process of being restored to =AR/AH provide a 100-year or greater Jevel of flood protection.After restoration is AR/AO complete,these areas will still experience residual flooding from other flooding 'ARVA sources.' AS9 Special Flood Hazard Areas inundated by the 100-year fioad to be protected from the 100-year flood by a Federal flood protection system under construction; no base flood elevations are detennined. Vv Special Flood Hazard Areas inundated by the 100-year flood;coastal floods with velocity hazards (wave action);no base flood elevations are determined. V1-V30 Special Flood Hazard Areas inundated by the 100-year flood;coastal floods with VE velocity hazards (wave action);base flood elevations are determined. Bor Areas of 500-year flood;areas subject to the 100-year flood with average depths X (shaded) ofless than 1 foot or with contributing drainage area less than 1 square mile;and areas protected by levees from the base flood. Cor X (unshaded) Areas determined to be outside the 500-year floodplain. D Areas in which flood hazards are undetermined.() ERS evation In Feet® fo Bienation f |(EL 987) Uniform With '3 :"ie Elevatfon Reference RMT, y River/Mile LLW 9 M15 2 x =Hetic Vertical Datum of 1929 SSE 4!d,EXPLANATIGN OF ZONE DESIGNATIONS ! ONK EXPUIANATION . NEC : n A Areas of Ovycar tidod;base flood ejevations and flood haz factors nat determined.}Areas off TpO-year shallow flooding where depths/aye betwdetijone (1)and three (3)feet;average depthswife.i fi {of inundatien are shown,but no flood hazard factorsaesils1afedeteripined.'i RE 4); ea ey ENUE ' }Areas of{_1]00-year shallow flooding where depths ores Ti-3 fre betwper one (1)and three (3)feet;base floodBaZz.al i $gre shown,|but no flood hazard factorsanoitSeasZo,'AG q eet 5 -]od;base flood elevations and aa ermined..ESae ;00-ye bd to be protected by flood = 4 syste der construction;base flood.lend flo ard factors not determined, ,en lim the 100-year flood and $00- lor certain areas subject to 100-year flood- frage depths !ess than one (1)foot or where ting drainage area is less than one square, 5 b Protected py levees from the base flood.,aié i BF ' LIMIT OF Of em hing Cee Were oe cee EE DETAILED p Wy i BAe j asp .(No shading) STUDY i;:' a Ry os ; 'TEES ped,i but possible,flood hazards.Q mio\chas al flood with velocity (wave\esAva ions and flood hazard factorsakefloodwithvelocity(waveevationsandfloodhazardfactors} TBs..'\::er airs |noresy USER Jane Gabler.txt Kenai Peninsula Borough |Resource Planner/Floodplain Administrator Jane Gabler (907)260-4882 ext 234 jgabler@borough.kenai.ak.us Page 1 APPENDIX C CONCEPTUAL DESIGN DRAWINGS 5/16/05(16:37)BY:rmooreAUTOCADDRAWINGNAME:05-752C-1PROJECTLAYOUTPLANdwgPLOTTINGDATE:CITY DOCK,SEE SHEET C-5 MARINE HEADER AND BULK TRANSFER CONNECTION MARINE DISPENSING STATION SELDOVIA BAY NORTHQ 50° SCALE IN FEET (2 \PROJECT LAYOUT PLAN SHORELINE /\(TYPICAL)aa DOCK STREET MOTOR VEHICLE aNSELDOVIA HAROWARE CITY AND ALASKA MARINE HIGHWAY OFFICES a >D aa". - DISPENSING STATION SS a \oO LOT 395."a NN. \\ae pi LOT 29 SN gut TANK FARM, .,"4 a SEE SHEET C-3 q '\"A..\me . tor 3 Nie \ DISPENSING TANKS,\\ae2ge..BLOCK "yb \ee on, Ps .. »N Mee SEE SHEET C-4 aa--<\ee LOT 45 .we J.GENERAL ABOVE AND ,\_-nd fn _/BELOW GRADE PIPELINE \F wea L\or A ' ROUTING,SEE SHEETS \--_-\\7”"7 C-3,4 AND 5 FOR aot ea a /DETALS \cee rors «\o-/ ALASKA TRIBAL CACHE MAIN STREET MARKET \\LOT 10 \ \A peed \\a '\4 . \\" '\Yyt\4 oyae a y 2 2 a" we "s RACK DRIVE ---OQ' . y A _Z 'va ALASKAENERGYAUTHORITYBULKFUELUPGRADESELDOVIA,ALASKAuw=AoO = 46=sh =o aWe OG |.25%2Ole DRAWNBY;RRM CHECKED BY:GMO DATE:05/12/05 JOB NUMBER:05-752 SCALE:AS SHOWN Xe)SCALE:1°=50' ORAWING TITLE: PROJECT LAYOUT PLAN SHEET:OF C-1 NOTES SPECTACLE BLIND REMOVED,INSTALL TO USE TANK g3 FOR #1 DIESEL.TANK #4 TANK #5 TANK #6 TANK $7 GASOLINE GASOLINE #1 DIESEL 49,500 49,500 49,500 GALLONS GALLONS GALLONS SPECTACLE BLIND INSTALLED,REMOVE TO USE TANK $3 FOR #1 DIESEL. LEGEND 4"e fl DIESEL PRESSURE RELIEF VALVE ANTI-SIPHON VALVE GALL VALVE SHEAR VALVE CHECK VALVE STRAINER CENTRIFUGAL PUMP SUBMERSIBLE PUMP METER FLOW DIRECTION FLANGE CONNECTION 4"6 +>:|GASOLINE 4'||#2 DIESEL 2"2°86egi&orO-eor@-onSezommTTvESOTZRBSLBULKFUELUPGRADESELDOVIA,ALASKATANK #1 TANK #2 TANK #3 ALASKAENERGYAUTHORITY#2 DIESEL #2.DIESEL #2/#1 DIESEL Ai OIESEL FLANGE W/BLIND 49,500 49,500 49,500 (TYPICAL)i GALLONS GALLONS GALLONS HIGH LEVEL VALVE Re loNS GASOLINE TRUCK LOADING VALVE LIN SOLENOID VALVE ket--_+---_ #2 DIESEL ACTUATED BALL VALVE }a#1 DIESEL »q4139E.51stAve,«Anchorage,Alaska99503-(907)273-1830|he iA tet ¢HOE 26 -___}]---|Gites #2 DIESEL ..ook a8 4 GASOLINE ty 2°6 _| i (7)®%tg - xe z © x Ko 2,000 4,000 =W GALLONS GALLONS 6,000 =o DIESEL #1 DIESEL #2 GALLONS aGASOLINEWw z GASOLINE #1 &#2 Oo So a8 DISPENSER DISPENSER Za z TANK #8 TANK #9 Owl? MOTOR VEHICLE oale DISPENSING STATION 4 ¥ #2 DIESEL R-DRAWN BY:RRM Lt Int 26 : MARINE R a &nm al CHECKED BY:GMO '#2 DIESEL BULK H a TRANSFER OS ATON.GASOLINE DATE:05/12/05 Q'CONNECTION fa is ;26 JOG NUMBER:05-752 tot SCALE:AS SHOWN ORAWING TITLE: PIPING SCHEMATIC 5/16/05(16:38)BY:rmooreAUTOCADDRAWINGNAME:05-752C-2PIPINGschematic.dwqPLOTTINGDATE:{wi PIG RECEIVERS"(2 DIESE!MARINE L 4@ #DEST - so.HEADER (b-jori-,"/te 7 4°@ GASOLINE hi 40 #t DIESEL ,C-2 5/16/05(16:38)BY:rmooreAUTOCADDRAWINGNAME:05-752C-3BULKTANKFARMSITEPLAN.dwqPLOTTINGDATE:oT 2 )/ee /L ;wee.m7 ''Tre :>,/\ae a peaues cogmeu /Voom rsSEESHEETC-4 ///\\ae =wae'eae -< a Lor 3 ///\ior pa)ax-op ,oo LR]88_|'|a ->|Sz/_ ™///\--\OS a //ee 'iT wsmea//ee -\\4 =LL 87y/ee \\é wi)<8 tors ///.ee '\;.<20 oN ///aa \\SCALE IN FEET ” ae :/'[:<< oe,ff /:\\2 me /: | . a //|\\ oT ,fod \\\ oy /.| LOT 5 //\, / .:KENAU STREET ee pou//f||!!|||||||||||||[||||||||ee oN rn'_\ Toe ---LOT 39 ". /oe '\ '..,ULK TANK ' /1--x fo \ /!CANOPY -*: /|pbove 75°Se s \ 'MIN A %EW 49,500 GALLON '« :(TYP)i:(/BULK TANK \aO LOT 6 /é '"(TYPICAL OF 7),<a - '&-::=WwW&'. /o )im \é oc .(=EXISTING EASEMENT |. WE/RS TO BE ABANDONED TRUCK TOP \OG. . 'LOADING RACK '25 3my;\OulzZ,:Oaolé' .2 - :LOT 29 ' tor?/¥. 2,000 GALLO |\ /CONCRETE TRUCK ' /CONTAINMENT AREA "\EXISTING HOUSE a ' 'TO BE REMOVED mee'™.EXISTING/po BY OTMERS «bOT 28 CONCRETE \ ;ee DIKE WALL ' /|7 7 ee \ : /.He , .//XIS TING TT |\|/i OIL WATER BLOCK 10 DRAWN BY:RRM rs |/,a L ENGLISH |\CHECKEO BY:GMO 'or DRIVE :\DATE:05/12/05 a :\JOB NUMBER:05-752 |f ae |a SCALE:AS SHOWN ///ee |ce DRAWING TITLE:a '/_aa BULK TANK FARM /'//|cea SITE PLAN /' ° ' fof /Woc , (-)BULK TANK FARM SITE PLAN :SHEET:oF Xe)SCALE:1"=15 5/16/05(16:39)BY:rmooreAUTOCADDRAWINGNAME:05-752C-4DISPENSINGTANKSITEPLANdwgPLOTTINGDATE:CITY AND ALASKA MARINE HIGHWAY OFFICES NOTES CLEARANCE MUST BE INCREASED TO 15'iF PROPERTY LINE TO THE NORTH IS NOT VACATED. VACATING PROPERTY LINE REDUCES CLEARANCE REQUIREMENTS FOR DISPENSING TANKS. =REQUIRED CLEARANCE FROM PROPANE TANKS TO PROPERTY LINES IS 25FEET. \ APPROXIMATE "SHORELINEwi \\peeines TO/FROMCITYDOCK, SEE C-5 SELDOVIA BAY Norry,SCALE IN FEET ()\DISPENSING TANK SITE PLAN i ee \ | | |DOCK STREET | ----So eS an |/a '-_ /. . .\. |/ . ':SELDOVIA HARDWARE ||12.0", |/ ti,aN » We.-------------------------4 Pee ee .bt /\|zh .PROPERTY LINE |sf .TO BE VACATED |BELOW 'o 100 YEAR /BY CiTy GRADE ee N .|PIPING | ee, PROPANE <3 ' To TANKS RECOMMEND 7 . |PROPERTY LIN ,/PROPANE |'BE VACATED |; STATION ||By ciry |/¢Cc )[}-2-+|PIPELINES TO/FROMi.ULK TANK FARM, |-om >C d,;+-_os A SHEET C-3 ee eee ee ee ee eS fig gg gg _4 >BLOCK§PH |H# 3'MAN GATE -© (TYPICAL)NJ eee-t-+-5.0" (TYP.) GALLON PROTECTED DISPENSING , TANKS | or"7 'is dt | | | |ALASKAENERGYAUTHORITYBULKFUELUPGRADESELDOVIA,ALASKA139E.51stAve.«Anchorage.Alaska99503-(907)273-1830Of2°Stir ma awz 252oBlzOok DRAWNBY:RRM CHECKED BY:GMO OATE:05/12/05 JOB NUMBER:05-752 SCALE:AS SHOWN DRAWING TITLE: DISPENSING TANK SITE PLAN es)SCALE:1"=15° 5/16/05(16:39)BY:rmooreAUTOCADDRAWINGNAME:05-752C 5CITYDOCKSITEPLAN.dwqPLOTTINGDATE:City DOCK MARINE HEADER AND BULK TRANSFER CONNECTION -\ = =52 SCALE IN FEET \SHORELINE \/(TYPICAL)eee PIPING LOCATED BELOW\SL.STATIONARY DOCKTTT 7T MARINE \ DOCK STREET SELDOVIA DISPENSING BAY STATION MARINE FUELS SALES OFFICE AND LUBE OIL SHACK FLOATING DOCK CITY AND ALASKA MARINE HIGHWAY OFFICES ALASKAENERGYAUTHORITYBULKFUELUPGRADESELDOVIA,ALASKA139E.51stAve.«Anchorage,Almska99503+(907)273-1830] (°\CITY DOCK SITE PLAN PIPELINES TO/FRO: DISPENSING TANKS, SEE SHEET C-4 = 15<3 ti-o aWiz OG},BGsre)oale DRAWN BY:RRM CHECKED BY:GMO DATE:05/12/05 JOB NUMBER:05-752 SCALE:AS SHOWN ORAWING TITLE: city DOCK SITE PLAN \ersJ scares =15 SHEET:OF C-5 5/16/05(16:40)BY:rmooreAUTOCADDRAWINGNAME:05-752C-6VERTICALBULKTANKdwgPLOTTINGDATE:(6\ANCHOR CHAIR\E-6)AND BOLT(TYPICAL OF 8) (5.\1"@ FLANGE\c-6)WATER DRAW. CONCRETE RINGWALL FOUNDATION LIFTING EYE (TYP 4) TANK SHELL 4°@ PRESSURE/ VACUUM VENT (SEE NOTE 2) 24"@ ROOF MANHOLE: FLANGED \EMERGENCY PRESSURE RELIEF PIPE CONNECTION 2"FLANGED ROOF NOZZLE 24°SHELL MANHOLE SAMPLE /GAUGING (TYPICAL OF 8) 6”UNISTRUT LADDER PRESSURE RELIEF PIPE SUPPORT WITH CAGE:2”PRESSURETAPEGAUGE LIQUID LEVEL RELIEF VALVE 2°@ SCH 40 PRESSURE RELIEF FL SUE Ae oe win STEEL PIPE VALVE AND PIPING LANGEO NOZZLE WITH, . ONLY REQUIRED ON REINFORCING PLATE wh 2 1/2"FLANGED NOZZLE ONE TANK PER 2 2 (SPARE -FUEL OIL COMMON MANIFOLD a (HIGH LEVEL SWITCH -GASOLINE) |4°0 FLEX FITTING (7\PLAN -49,500 GALLON VERTICAL BULK TANK 26"3/16"PLATE ROOF \3/16"PLATE SHELL FOR TOP 6° 1/4"PLATE SHELL/FOR BOTTOM 20° 18.0" re warer (5.DRAW \c-6/ 12°xX12"x1/4"STRIKER PLATE (CENTERED UNDER 1/4”PLATE GAUGING HATC: BOTTOM = SECONDARY MEMBRANE LINER 2”PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE AND PIPING ONLY REQUIRED ON ONE TANK PER COMMON MANIFOLD 2°6 SCH 40 STEEL PRESSURE RELIEF PIPING REINFORCING PLATE AT 2#6'OC. PIPE SUPPORT caaBRACKETSWITH 4°@ FLANGED (i 3™ NOZZLE WITH REINFORCING PLATE CONCRETE (6™RINGWALL @)Pontos on CD) 49,500 GALLON VERTICAL BULK TANK NOTES 1.PROVIDE NEW UL 142 LISTED AND LABELED VERTICAL TANK AS DETAILED WTH FULL PENETRATION SHELL JOINT (UL 142,FIGURE 6.1,NO.2),DOUBLE WELDEDFULLFILLETBOTTOMSHELLTOFLOORJOINT(UL 142,,FIGURE 6.3,NO.1),EXTERNAL RIM ANGLE ROOF CONNECTION (UL 142,FIGURE 6.4,NO.6),ANDMINIMUMPLATETHICKNESSASSHOWNONTHEDRAWINGS. a TANK SHELL1/4°X12"8REINFORCING PLATE EZ oaon 4x2 TEE USED WHEN PRESSURE RELIEF PIPING {S NEEDED ON ONE TANK PER COMMON MANIFOLD 4°96 NOZZLE '!}_.Jcy(2)FILL/ASSUE DETAILC-6/SCALE:1°=1 TANK SHELL 6°x6 "x1 /4" STEEL PLATE PIPE1/4 UNIS TRUT[CHANNEL ] Ey 174 V ee,UNISTRUT 4"PIPE CLAMP (+\PIPE SUPPORT DETAIL C-6 f SCALE: TANK SHELL 1/4""V@ STEELREINFORCINGPLATE 1°8 FLANGED BALL VALVE THREADED FLANGE WITH PLUG (>\WATER DRAW DETAIL v=3 SECTION - \c-6 J SCALE:vs 3 pea"f7-TANK SHELL ANCHOR CHAIRS- ADHESIVE OR ¥5 BARS ©MECHANICAL |12"OC.ANCHOR BOLTS ' 5 WITH GALVANIZED SECONDARY '@ SCH 80 NUT AND WASHER ln MEMBRANE STEEL PIPE LINER TT .”Na . _ 48 of pS .1 Jy ry .1 to |%/Oe Ut :MAXIMUM ng | 1 3”CLEAR#5 BARS ©|.+oe||12”OC.2'-2 |(TYPICAL) (e\FOUNDATION DETAIL (ALTERNATE A) =3 LIFTING EYE fw2CONTsé cup >. 3/16" PLATE ROOF &£2-1/2"X2-1/2"x1/4" PN sje"PLATETANKSHELL NOTE: ROOF CONNECTION SHALL BE IN ACCORDANCE WITH UL 142 FOR WEAK SHELL-TO-ROOF CONSTRUCTION. YesJ sce:=1 \ersJ scales oe NEUTRALAXISOFANGLENFOGEOFROOFPLATE7\ROOF CONNECTION DETAILf(4S3/16" PLATE ROOF Lb 2-1/2°X2-1/2"x1/4" 3/16”PLATE TANK SHELL \c-s/SCALE:NONE R 1/4”SHELL e 1/4"BOTTOM (2\BOTTOM CONNECTION DETAIL\c-6/)SCALE:3°=1-0"SCALE:3°=1'-0 ALASKAENERGYAUTHORITYBULKFUELUPGRADESELDOVIA,ALASKALL &=139E.51stAve.«Anchorage,Alaska99503-(907)273-1830DESIGNREPORTCONCEPTUALREVISIONS:JOB NUMBER:05-752 SCALE:AS SHOWN VERTICAL BULK TANK rmoore5/16/05(16:40)BY:AUTOCADDRAWINGNAME:05-752C-7 6PPDWT.dwgPLOTTINGDATE:OSHA STANDARD HANDRAILS OSHA STANDARD LADDER a e) 6"(MIN.) [e] (3 SIDES)CATWALK \2.00"oOooO 24'@ MANHOLE |4"@ SCHEDULE 80 demannennn==>TOW BAR (EACH ENO) OD (1\PLAN -6,000 GALLON PIPE SUPPORT: ted EEUNISTRUTPIPEsuPPorT="=p>AT TANK QUADRANT -< STEEL PIPE 2°9, SCHEDULE 40 PROTECTED DISPENSING SUBMERSIGLE PUMP, 2" 2000%STREET ELBOW, 2”ANTI-SIPHON VALVE, 2°12"SS FLEX FITTING (MPT x FLOATING FLANGE) TANK \c=7J scate:re?2”COUPLING(MONITORINGTUBEWITHPLUG)2”COUPLING(LIQUIDLEVELCLOCKGAUGE)(2”RECIEVINGLINEWITHFILLLIMITINGVALVE)4”COUPLINGroy g PI=4 is x §wx=9 2 $FFa826 3 S as =3 Naa wy <QR woes pa)&Q ©ok zd fe}og24223S8=3 i@ == aq =wezralPy235$2 y7 3 ge8%Se st N =8§OP Gx Of 3 3 So 1 2nweBNYatqwo 12°2,+t12"(SECONDARYTANKEMERGENCYVENT)(PRIMARYTANKEMERGENCYVENT)FLANGEDNOZZLEFLANGEDNOZZLE(SUBMERSIBLEPUMP,MARINE)4”COUPLING(SUBMERSIBLEPUMP,MOTORVEHICLE)(MONITORINGTUBEWTHPLUG)4”COUPLING2”COUPLING6,000 GALLON TANK 95°Ox17.1"LONG r SECONDARYifTANKSHELL Le PRIMARY TANK SHELL W8x35 TANK SKID BOT RNAS {oo 12°X12°X1/4" STRIKER PLATE (CENTERED UNDER GAUGING HATCH) FIVE 6°x6"x8 FT ”J mene GRADE La™TANK PRESSURE TREATED TIMBERS CENTERED UNDER EACH TANK SADDLE. (TYPICAL OF 2) (2\SECTION\c-7)SCALE:1"=2 [ 2°6,scneoue 40STEELPIPING TANK SADOLE SECTION ALASKAENERGYAUTHORITYBULKFUELUPGRADESELDOVIA,ALASKA$!L..S,6 = AS<3 hiEowz 28 |,o8l?2OolE DRAWNBY:RRM CHECKEO BY:GMO OATE:05/12/05 308 NUMBER:05-752 SCALE:AS SHOWN ORAWING TITLE: 6,000 GALLON PROTECTED DISPENSING TANK vusviv'viAodlasor ISNOISIA3Y C-8 3qVuDdN and W1ng"atAi971 L¥Od3y¥ NDIS3SG ALIYMOHLNV ADYANA VASVIV"IWNLd3DNODJOB NUNBER:05-752 PRODUCT PROTECTED DISPENSING TANK SCALE:AS SHOWN DRAWN BY:RRM CHECKED BY:GMO DATE:05/12/05 DRAWING TITLE: 6,000 GALLON OUAL SHEET: OSHA STANDARD HANORAILS | |O1O oO |! { { | | i I | 2°98,SCHEDULE 40 STEEL PIPING TANK SADOLE SN rane TIONSEC3 c-8 bf ee” PRIMARY TANK SHELL SECONDARY TANK SHELL Y TOW BAR (EACH END) FINISHED GRADE \"-4°9 SCHEDULE 80 NN,ca /-BAR 7, 95%(FILL LIMITING VALVE)90%(WHISTLE VENT) (ONIdHIM J@NL ONIOLINON)ONIIGNOD 4Z (JATWA ONILIAIT THI HLM 3NIT ONIAZD3Y ,Z) OMIdNOD ..% (LNIA JUSIMM WANIVA/IENSSIad ,Z) ONIIGNOD .Z (Mv BVM i) INITANOD .? /Y=ENSFa Ood TNMBERS CENTERED UNDER EACH TANK SADDLE. PRESSURE TREATED (TYPICAL OF 2) il j Tf 1 { i f | 4 q f 2 il a wo Ub faLti] jo SF FIVE 6°x6"«8 FT Geelte 4 U 20°MANHOUE (TYPICAL) 2°-2000#STREET ELBOW, 2”ANTI-SIPHON VALVE, 27x12”SS FLEX FITTING (MPT x FLOATING FLANGE) SUBMERSIBLE PUMP, (TYPICAL) (39NWD ADOTD THAI? Gino)ONIIANOD .Z JIOHNYA 6,02 - (HOLVH ONIONVO/TIANWS 2)_/ ONITANOD .Z GNIGVN'dd FIEISHIWENS)ONTGNOD LF (JOGA YOLON 'dnd FgEISHIWENs)ONTIDNOD (HOLIMS 13437 MOV 3WZON QIONVTS .2/1-Z 97% 90% PIPE SUPPORT: (LNIA AINZONING ANVL AMVHNidd) (ONIH3G) FIZZON GIONVIF (3 SIDES) CATWALK W8x35 TANK SKID S (ANIA AINIVEINZ ANVL AYVGNODIS)FIZZON Q3IONVIS (LNIA AINIOYINI ANY AUVNiad) (QNIH3G) FIZZON OIONVTS (HOLIMS T3A37 M01) FIZZON GIONVIF .Z/1-7 UNISTRUT PIPE SUPPORT AT TANK QUAORANT (TYPICAL) ther PLES 4,000 GALLON #2 DIESEL 95°6 X 11.4 7-ow (FINI YOLON 'aNd FIEISUINENs)ONIIGNOD WF (HOLVH ONIDNWO/ZIdNYS 2) ONTSNOD . JIOHNVAN 8,07 (39NV9 ¥D0TI WHIT ainoti)ONITANOD 42 i. (o\PLAN -6,000 GALLON DUAL PRODUCT PROTECTED DISPENSING TANK % % 12°K12"x1/4" (CENTERED UNDER GAUGING HATCH) STRIKER PLATE OSHA STANDARD LADDER oN 97 90: 0 2,000 GALLON #1 DIESEL 95"8 X 5.7 :> i .=SDL |iNL PIPE SUPPORT- (MVad HRLWM 1) ONIIGNOD (LNA FUSIEM WANDVA/FENSSIad .Z) (ONIH38) ONITGNOD .Z CJATWA ONILIATT TH HLM INIT ONIAZIOIY 2) ONITGNOD (ONIdHLM 3GNL ONIYOLINOW)INIIANOD .Z ma SCHEDULE 40 STEEL PIPE 2"¢, (TYPICAL) rt Y=2 w=2 90%(WHISTLE VENT) SCALE: SCALE: 95%(FILL LIMITING VALVE) c-8 (2\SECTION c-8 Bap IMddd9 8-9 @S2-GO H3WWN ONIMVEQ GVOOLNY aioows :Ag (Le:9t) SO/9I/S *31V0 ONILLOId APPENDIX D BUDGET COST ESTIMATE BUDGET COST ESTIMATE Bulk Fuel Upgrades CDR Seldovia PROJECT:Seldovia BFU CDR BY:GO PROJECT No.:05-752 FILE NAME:Seldovia BFU Budget Cost Est LEVEL:Budget DATE:5/5/2005 REFERENCE DRAWING(S):Conceptual Design BASIS:Force Account FREIGHT RATE:$0.45/lb COST SUMMARY Construction Cost ........scccscsscsecccsncccccccescecssesssssecesesesesessneeeseeneneeeaeneseeeansesesenaenesececeaesesseeeeesesesecesenecesess 2,431,718 Miscellaneous Project Costs ......sccccccccccesscesscecsceacecnsececcsssenececeseeeeneeensecesnseeeeseeenecnseseseenanenesecesssevesasceenence 256,872 Project Total:2,688,590 $/gallon:$7.50 Page 1 of 4 BUDGET COST ESTIMATE Bulk Fuel Upgrades CDR Seldovia MATERIAL LABOR OTHER UNIT OR UNIT MATL |MAN COST LABOR |EQUIP No.ITEM QTY |UNITS;/COST TOTAL |DAYS TOTAL |RENT |FREIGHT TOTAL Estimated Project Duration 150 DAYS Foreman 1 EA Carpenters/Welders 4 EA Local Labor 4 EA Labor (based on 60 hours per Week).......ccccceccecc neces eee ne eens ene AAAS GHEE EADS EEASA EEO EE EEO AEE SSH SSE DEA O SEA ESU SEU EOO SOAS EEESEA SEES SOAS EOE EES 1 Foreman MD's 150 700 105,000 105,000 2 Carpenters/Welders MD's 600 600 360,000 360,000 3 Local Labor MD's 600 450 270,000 270,000 Miscellaneous .........c.cc ce eee sence eee n ence een eee nent eee RAE EAE BU DADO EE LEDS DE EEU ODE EE DEE OSES EOEEDE SESE DE DEED EEA OA OE DERE EOSEESEO EE DEH OEE EE OE ES 4 Mob/DeMob 1 SUM _15,000.00 15,000 15,000 5 Crew Per Diem 750 MD's 42.00 31,500 31,500 6 Crew Housing 750 MD's 100.00 75,000 75,000 7 Crane Rental 1 MO _-10,000.00 10,000 15,000 25,000 8 Dump Truck Rental 1 MO 8,000.00 8,000 8,000 9 Compactor Rental 1 MO 2,000.00 2,000 2,000 10 Skid Steer Rental 4 MO 3,700.00 14,800 14,800 11 Welder Rental 4 MO 4,000.00 16,000 1,000 17,000 12 Excavator 2 MO -12,000.00 24,000 24,000 13.Hammer Drill Attachment 1 MO 6,000.00 6,000 6,000 14 Pick-up Truck 4 MO 1,500.00 6,000 1,000 7,000 15 Fuel 1 SUM _15,000.00 15,000 15,000 16 Tool Rental 4 MO 5,000.00 20,000 1,000 21,000 17 Consumables 1 SUM _10,000.00 10,000 4,500 14,500 Tank Farm Pad and Secondary Containment ..............ccceceeceeeeceeeeneeeeeeeensneeeeeeenseceeeeneensaeeeeeHEeEeDeeSGEGEEDEASERERAGESETEREEERE 80,044 18 Local Fill Material (1.6 tons/cy)620 TON 26 16,268 16,268 19 Sand Bedding (1.6 tons/cy)124 TON 9 1,165 4,970 6,135 20 Import or Export Material 80 TON 26 2,100 2,100 21 Chain Link Fence 360 LF 15 5,400 2,430 7,830 22 Man Gates 4 EA 500 2,000 27 2,027 23 Tank Farm Primary Liner 10,000 SF 1.25 12,500 4,500 17,000 24 Non-woven Geotextile 20,000 SF 0.15 3,000 3,906 6,906 25 Liner Batten Strips 360 LF 5.00 1,800 486 2,286 26 Sheet Metal Covers 1,260 LF 22.=-27,720 14,175 41,895 Page 2 of 4 BUDGET COST ESTIMATE Bulk Fuel Upgrades CDR Seldovia MATERIAL LABOR OTHER UNIT OR UNIT MATL |MAN COST LABOR]EQUIP No.ITEM QTY |UNITS|COST TOTAL |DAYS TOTAL |RENT |FREIGHT TOTAL Bulk Tanks.........ccccccsecceeees nese nese ee eee eee eneee eee eeeeeeeeee nessa seen eeeeeeeeeeeeeeneeseeeeeeaeeea essa neeseesteesenasteeeenaneeeeseaneseeesees 27 49,500-gal Vert Tnk (30k Ibs ea)7 EA 60,000 420,000 94,500 514,500 28 18'Dia Foundations 44 CY 1,000 43,960 80,117 124,077 29 Tank Appurtenances 7 =#XLS 4,000 28,000 1,575 29,575 Dispensing Tanks 30 6,000 Gallon Protected Tank EA 11,640 23,280 19,800 43,080 31 Dispesing Pumps 3 EA 1,200 3,600 338 3,938 32 Appurtenances 3 LS 3,000 9,000 1350 10,350 33 Chain Link Fence 100 LF 15 1,500 675 2,175 34 Man Gates 2 EA 500 1,000 14 1,014 Truck Fill Station 81,665 35 Transfer Pumps w/MOV's 3 LS 4,000 12,000 338 12,338 36 Meters &Control Valves 3 EA 3,000 9,000 338 9,338 37 Concrete Containment 15 CY 1,000 15,000 27,338 42,338 38 Relocate Existing Loading Rack 1 LS 2,000 2,000 180 2,180 39 Chain Link Fence 150 LF 15 2,250 1,013 3,263 40 Service Gates 2 EA 1,500 3,000 360 3,360 41 Canopy 300 SF 25 7,500 1,350 8,850 Barge Loading/Off-loading Pipelines .......c..cccccsecssccnseeeeeeneesseeeeuesseeenseneeaeAAAeEEEEEDEAESEERAREESEEEEEEESESEEREEEEEEEEEEREEEETEESE 60,758 42 Coated 4"Sch 80 Pipe 3,300 LF 8.65 28,545 20,790 49,335 43 Transfer Pumps w/MOV's 1 LS 4,000 4,000 113 4,113 44 4"Ball Valves 13.EA 350 4,550 75 4,625 45 4"Check Valve 3 EA 250 750 60 810 46 Pipe Supports 50 EA 15 750 1,125 1,875 Dispensing Pipelines 47 Coated 2"Sch 80 Pipe 1,160 LF 5.50 6,380 3,132 9,512 48 Transfer Pumps w/MOV's 3 LS 4,000 12,000 338 12,338 49 2"Ball Valve 6 EA 300 1,800 60 1,860 50 Pipe Supports 5 EA 15 75 113 188 Tank Farm Pipelines..........ccccsecsecc eee eee neces eeee eee eee e ee eee e Oe nEe a EEE EASE EEE ELAS EAGLES EES D CA EG OS TEA DERG EES EEO TEENS IEEE ECA DEED ESE EES ED ES 7,546 51 Coated 4"Sch 40 Pipe 300 LF 8.65 2,595 1,026 3,621 52 4"Ball Valves 11 EA 350 3,850 75 3,925 Page 3 of 4 BUDGET COST ESTIMATE Bulk Fuel Upgrades CDR Seldovia MATERIAL LABOR OTHER UNIT OR UNIT MATL |MAN COST LABOR]EQUIP No.ITEM QTY |UNITS|COST TOTAL |DAYS TOTAL |RENT |FREIGHT TOTAL Dispensers and Dispensing Structure..........cccsscceceeeeeeneeeeeeeneeneeeeeecesseseeeeeeeeeneeeeeeseeteeeREGeEDEERINGROEEEDEEEEEEOEREEREEFEEEEEEH 59,420 53 Dual Product Dispenser 2 EA 9,000 18,000 720 18,720 54 Remote Console 1 EA 6,000 6,000 675 6,675 55 Marine Dispensers 2 EA 15,000 30,000 1,350 31,350 56 Concrete Island 1 Ls 2,000 2,000 675 2,675 Electrical .........cccccsacccccucevcreccvcersteseeeseeeeeeeeeseeeeeneegeeeseeeeteeeeGeeteGeEEAEEEEGESEESESESEDESEEEEESEEEEDSSDESESESSSREEESSESEEEREEEG 61,700 57 Electrical Controls 3 LS 12,000 36,000 1,800 37,800 58 Electrical Service 1 LS 8,000 8,000 450 8,450 59 Lighting 1 Ls 15,000 15,000 450 15,450 Subtotals 979,838 735,000 106,800 315,303 2,114,538 Contingency @ 15%317,181 Construction Total:2,431,718 MISCELLANEOUS COSTS 60 Project Insurance ...........ccc ee cee ee ence eee eee ee eae e ee eee EEO SCH AOA SE PEE EEG EEEEDE EEG EEO EEE EEE OO EEGEE DEE EC EED EEG ESE CORED EEEE SEE ROA SEARED ESA HESS 20,000 61 Site Control Legal Work 22.0.0...ccc ccecceceeceee rec ee eee nes eee eee eee eee eee eea een pense en eee Eee t EE EEA RO EO DED ESH EG REG DED EA AGES EEE EEE DEEDES EEE EES 15,000 62 Engineering Allowance .........sscsseesseseseeeeenseeeeeeeeneeseeneenseeeseeeeeeeeeeeeeeeeeSEAE eet ECCS SEES EERIE EERE AED EHEC EE EEE ELEC EEEES 110,000 63 Construction Management ANowance ..........cccceccsceee eee ne eee ee nee e nee ne eee e eens snes AEG EEG SEGRE EERE DEE EE DES DAE EEE EEO EER EGE SEES EEE EEE:100,000 64 Grant AUdIt ooo...cece eccccccc ccc ec ec ce ene en ene ee ee eeeee eens enone ee eee e eee ee REED ERGSE ERG EGEEEG EEO EEASASE EEE EA OEE ODSEEOEE DEORE SE EES EE ESE REDE COE DEEE ES 4,000 65 Fire Marshal Review Fee........ccccccccsceveccneesensteteeeeesenescenteenseaseeeeneeeReeeneeeSAGEDEEREEREEEEESEEEEEEROSESORSERSEESEEEEEREED 7,872 Misc Cost Total =256,872 Page 4 of 4 APPENDIX E GEOTECHNICAL INFORMATION _1 Duane Miller &Associates Arctic &Geotechnical Engineering-1 1041 E.76th AvenueSDNAnchorage,Alaska 99518-3215=](907)644-0510,fax 644-0507 May 12,2005 LCMF 139 East 51*Avenue Anchorage,AK 99503 Attention:Glen Oen Subject:Geotechnical Consultation:Conceptual Design Report New Fuel Tank Farm Seldovia,Alaska DM&A Project No.4095.116 This letter presents preliminary foundation design recommendations for the proposed bulk fuel upgrades in Seldovia,Alaska.These recommendations are based on existing information and interviews with local representatives familiar with the proposed sites.No field work has been performed for this study.A site specific field investigation should be conducted to verify the actual subsurface conditions before design work is completed.If the field investigation reveals soil conditions other than those expected,these recommendations might be revised to reflect the changes. The proposed upgrades include seven 50,000 gallon tanks approximately 18 feet in diameter and 24 feet high.Currently,two sites are under consideration. The most desirable site is the existing tank farm site.The existing tanks would be removed to accommodate the new tanks but the existing concrete dike walls would be retained to provide secondary containment for the new tanks.An alternate location for the new tanks has been proposed where the local marine dry storage yard currently sits. Site Conditions The Community of Seldovia is located on the Kenai Peninsula on the south shore of Kachemak Bay.The Kenai Mountains,which form the backbone of the southern Kenai Peninsula,are quite rugged in this area and rise abruptly from sea level to about 2000 feet.The mountains are composed primarily of Seldovia Fuels Duane Miller &Associates May 12,2005 Page 2 moderately metamorphosed sedimentary rock,predominantly argillite and highly indurated,coarse grained sandstone.Glacial action has played a major role in shaping the terrain.Ridges and valleys,which commonly parallel the fjord walls,are the result of glacial scour and erosion from side-glacial channels. The existing tank farm is located near the base of a small bedrock knob on the northwest side of the community,just east of the waterfront.The alternate site is located on the north side of the same bedrock knob.At either location,the tank farm foundation should be able to bear directly on bedrock. Discussion We expect the new tanks will most likely be installed within the containment dike at the existing tank farm.The shallow bedrock at this site is suitable for support of spread footings such as cast-in-place concrete ring walls for the proposed tanks.The new tanks can be bolted directly to the ring walls.If the ring walls are cast on clean bedrock,little potential exists for differential vertical movement.In addition,since bedrock is not susceptible to frost heave, the footings can be shallow even if they are exposed to cold temperatures and frost penetration extends below them.A cast-in-place ring wall also provides complete engagement with the irregular bedrock surface for strong lateral resistance.If necessary,additional capacity to resist overturning moments can be accomplished by installing rock anchors in the bedrock prior to casting the ring wall. Rock excavation will be necessary to reduce the relief across the proposed tank footprint area.We understand drilling and blasting is not feasible due to the potential for damage to the containment dike and nearby structures from heavy ground shaking or fly rock.Based on interviews with a local representative,the bedrock at the existing tank farm can be removed using an excavator fitted with a hydraulic percussion hammer or hydraulic splitter. However,this method is probably not economic if a large volume of rock must be removed. Blasting might be possible if light charges are used and blankets are used to prevent fly-rock.Test blasts with monitoring of ground motions could be made to establish a safe explosive level. Seldovia Fuels Duane Miller &Associates May 12,2005 Page 3 The site is subject to strong ground motions from earthquakes like most areas in south central Alaska.The available data indicate the site is underlain by bedrock which does not present a risk of ground failure such as liquefaction, densification,or lateral ground lurching or spreading during a strong earthquake. We should perform a reconnaissance of the site which should include shallow exploration of the soil and bedrock conditions.The plans and specifications should be reviewed by us to verify that they are in conformance with the intent of the recommendations in this report. Very truly yours, Brian R.Shumaker,P.E. BRS/DLM APPENDIX F LOCAL LABOR AND EQUIPMENT Locally Available Labor and Equipment Seldovia,Alaska LOCAL EQUIPMENT: Equipment owned by the City Of Seldovia: 416 Caterpillar Backhoe IT 28 Caterpillar Rubber Tired Loader 120 Caterpillar Grader Equipment owned by Hopkins Brothers Construction: Equipment that generally stays in Seldovia: 4 -End Dumps 966 Caterpillar Loader 416 Caterpillar Loader Skid Steer 5 --Excavators (4,000 to 100,000 Ibs) Compactors and Rollers Air Track Equipment that moves around and generally not in Seldovia: 5 -Cranes (40 to 230 ton) Pile Driving Equipment LOCAL LABOR: Local labor is available in Seldovia and nearby Homer.The following local tradesmen are available: Hobkins Brothers Construction:Earthwork,Crane Work and General Contracting Concrete Subcontractors Electrical Subcontractors Laborers APPENDIX G FIRE FLOW DATA Glen Oen From:Stephen K.Lewis [seldmar@acsalaska.net] Sent:Saturday,March 19,2005 7:03 PM To:Glen Oen;David Lockard Ce:seldcity@xyz.net;seldvir@xyz.netSubject:Seldovia fire hydrants Glen, The latest flow tests on the nearest hydrants were: 1.1012 gpm at 45 Psi with a 2 1/4"orifice 2.826 Gpm at 30 psi with a 2 1/4"orifice The static pressures were not recorded but they would probably have been about 80 PSI and 70 psi respectively.If you need a new test let me know and I can do them after I return to town April 7. As to fuel deliveries you would need to check with'Frank Blodgett at Seldovia Fuel for that data. Stephen K.Lewis : City Councilman,City of Seldovia Assistant Chief,Seldovia VFD PO Box 241,Seldovia AK 99663 907-234-7562 Fax 907-234-7562 mailto:seldmar@acsalaska.net Glen Oen From:David Lockard [DLockard@aidea.org] Sent:Monday,May 02,2005 4:14 PM To:Glen Oen Subject:FW:FW:Seldovia fire dept question -----Original Message----- From:Stephen K.Lewis [mailto:seldmar@acsalaska.net] Sent:Monday,March 14,2005 10:50 AM To:David Lockard Cc:ronda haynes;seldvfr@xyz.net Subject:Re:FW:Seldovia fire dept question rh>From:David Lockard [mailto:DLockard@aidea.org] rh>Sent:Friday,March 11,2005 5:14 PM rh>To:City of Seldovia rh>Cc:David Lockard;Glen Oen rh>Subject:Seldovia fire dept question - rh>Rhonda-tepeerh>Please let us know the status of your fire dept:t (od [Tu rh>*Does it have a pump truck?!Lo1.Yes,we have a 2003 E-one pumper with a 1250/GPM pump,1000/gal water tank and a built in foam mixing system.The eductor rating is G0 gpm)We have(20 gallons)of ,class B foamconcentrateinthebulktankand@50galloninreserve.Crh>*If so,what is the pumping/capacity in gallons per minute?A FEF see above,Stovedk at-Fire Skakiott rh>*How far is the nearest hydrant from the existing tank farm? 1.At the same ground level there is a hydrant about 75 ft to the east. There is also one 400 ft to the north. 2.To the south at street level below the tank farm the closest one is about 100 ft away,adjacent to the fuel co.office.East and west along Main Street there are hydrants about 300 feet from this one. I have not done any engineering on this yet but my first thought is that a few preinstalled monitors which we could feed with our foam line might be worth looking at. Please give me a shout if you want to discuss this further. Stephen K.Lewis mailto:seldmar@acsalaska.net Chief Engineer,Seldovia VFD City Councilman,City of Seldovia PO Box 241,Seldovia AK 99663 907-234-7562 Fax 907-234-7562 APPENDIX H MANUFACTURED CONTAINMENT SYSTEMS Glen Oen Page 1 of 1 From:Randy Guttridge {frandy@bristar.ca] Sent:Tuesday,May 03,2005 11:49 AM To:Glen Oen Subject:Secondary Containment Quotation Hello Glenn Here is the quotation as per your request.|have sent along some information on our steel,braces and some pictures of some completed berms as well.The diagram below from our installation manual should give you an idea of how the banding works.If you have any questions or concerns feel free to call. C.__Leveling &Strapping of Braces:_Dig in and level the braces down into the prepared pad as shown above,Then attach strapping as shown below }|| Thank you, Randy Guttridge Bristar Containment Industries Ltd. Phone (403)631-3453 Fax (403)631-3454 E-mail -randy@bristar.ca www.bristar.ca 5/3/2005 BRISTAR FREE STANDING BRACE |a Clamp Galvinized seelwall ©|.----7VaVa\ High tensile strapping communicates with opposite "A'Frame Brace zzE BRIS TAR CONTAINMENT INDUSTRIES LTD. Toll Free 1-877-631-3453 www.bristanca 3'Engineered Steel DIMENSIONS f 36"(914 mm}si |hand||(51 mm)§42” ™(140 mm) |w | ,(305 mm)|, 64/2"§1/2", (165 mm)(140 mm) PHYSICAL PROPERTIES ::::: Nominal Overatt Weight Allowable reaction Section Modutus Moment of Steel Center of Thickness Depth Bearing 5 in.(127 mm}inertia for Area Gravity end interior M+M-Deflection gauge in.ibsft.?Ibs.ibs.in?ins in.*in.*In. (mm)(mm)(kgm?)(KN)(kN)(mm?)(mm?){mm')(men?)(mn) 20 2.01 2.01 462 4,101 0.355 0.357 0.401 0.540 41.00 (0.91)(50.95)(9.83)(6.74)(16.06)(19086)|(19193)(547594)(1143)(25.40) Properties are based on a unit width of 12 in.for imperial units and a unit width of 1000 mm for S.{.units.The properties in the table were calculated according to AISI 1996 Specification for the Design of Cold-FormedSteelStrucluralMembers,considering steel produced according to ASTM A653 SS Grade 33,yield strength =33 ksi (230 MPa). e-mail bristar@telusplanet.net I }Quote nya edu wens E05-004BRISTAR . CONTAINIVENT IN BUSTRIES L770.Date May 3,2005 . Phone No.i .eS a rr 'Delivery DateTo;|Alaska Energy Authority clo LCMF Dike Volume::2962 bbi with 2"sand displacement = connedX50000gal. n/a_Dimensions:110'x $4°x 3High ve Wade)ENGINEERED BERMPANELS 3 cscs _t - Glenn Owen |Ancorage,Alaska |i 89803 9748RT _:Randy Guttridge Ouantity:Weight Unit Description Unit Price Amount 350 700:KG ENGINEERED BERM PANELS 3°21.50 7,526.00 36 36'Kg LINER CLAMPS ;20.00 720.00 1 r CORNER KIT 3"iG 85.00 85.00 48 120 kg 3-Steel A Frame Brace /Non-gnd.disturbance r 30.00, 670 ,#14 SELF DRILLING SCREWS 0.13 1 r FREIGHT _ . r r : |a "y 4 aa . ,: a : r i oy {.,|" wb se ee 4..=; Total 856:KG Weight :|SUBTOTAL $12,257.10 Goods Remain the Property of Bristar Containment Industries Ltd.until GST $958.00receiptofpayment.--- TOTAL >$13,115.10 Per |i ENGINEERED STEEL BERMS Box 132,Torrington,Alberta TOM 2B0 Tel:403.631.3453 Fax 403.631.3454 e-mail:info@bristar.ca website:www.bristarca BRIS TAR CONTAINMENT INDUSTRIES L7D. CLARIFICATION AND EXCEPTIONS This quotation is valid for a period of 30 days. Delivery,unless otherwise stated and all applicable taxes are extra. Installation includes the assembly of the product on site;however,all earthwork,wall pile installation,granular materials,special equipment and underground utilities are the responsibility of the owners. Inclement weather may cause a delay at site and may result in an additional charge. Proper site preparation is critical to the smooth flow of assembly.Basic site preparation criteria are included with your graphic. Either party must confirm changes to this quotation in writing. Bristar Containment Industries Ltd.assumes no responsibility if the product is not installed in accordance with the full instructions supplied with the package.This includes, but is not limited to;site preparation,improper penetrations of the Geomembrane liner,or any adaptation of the product other than what is stated in the manual. Goods remain the property of Bristar Containment Industries Ltd.until the receipt of payment. To place an order a company purchase order along with agreed upon drawings shall be sent to Bristar Containment Industries Ltd. Delivery time is 7 -14 days from receipt of purchase order,unless otherwise arranged. Please telephone with any questions,toll free at 1-877-631-3453. Yours truly, Randy Guttridge Bristar Containment Industries Ltd. APPENDIX| CODE CRITERIA TANK STORAGE 30-19 Table 2.3.2.1.1(a)Stable Liquids [Operating Pressure 2.5 psig (gauge pressure of 17.2 kPa)or Less] Minimum Distance in Feet from Minimum Distance in Feet from Property Line that Is or Can Be Nearest Side of Any Public Way Built Upon,Including the or from Nearest Important Opposite Side of a Public Way,Building on the Same PropertyTypeofTankProtectionandShallNotBeLessthan5ft|and Shall Not Be Less than 5 ft Floating roof Protection for exposures!1/,times diameter of tank 1/,times diameter of tank None Diameter of tank but need not -!/times diameter of tank exceed 175 ft "- ™Vertical with weak roof-to-Approved foam orinerting 1/4 times diameter of tank 1/¢times diameter of tankshellseamsystem?on tanks not exceed-ing 150 ft in diameter? -+>Protection for exposures!Diameter of tank 1/,times diameter of tank ->None 2 times diameter of tank but need !/;times diameter of tank not exceed 350 ft Horizontal and vertical Approved inerting system*on !/g times Table 2.3.2.1.1i(b)1/,times Table 2.3.2.1.1(b)tanks with emergencyrelief the tank or approved foam sys-venting to limit pressures _tem on vertical tanksto?Pog (gauge pressure "Protection for exposures!Table 2.3.2.1.1(b)Table 2.3.2.1.1(b)On EEO.None -2 times Table 2.3.2.1.1(b)Table 2.3.2.1.1(b) For SI units,1 ft=0.3 m.'See definition 1.6.38,Protection for Exposures.*See NFPA 69,Standard on Explosion Prevention Systems.3For tanks over 150 ftin diameter,use "Protection for Exposures”or "None,”as applicable. Table 2.3.2.1.1(b)Reference Table for Use in Tables 2.3.2.1.1(a),2.3.2.1.2,2.3.2.1.3,and 2.3.2.1.4 Minimum Distance from Minimum Distance from Property Line thatIsorCan Nearest Side of Any PublicBeBuiltUpon,Including the Way or from NearestOppositeSideofaPublicWayImportantBuildingontheTankCapacity(gal).(ft)Same Property (ft) 275 or less 5 .5 276 to 750 10 ; 5 751 to 12,000 15 5 12,001 to 30,000 20 5 30,001 to 50,000 30 10 50,001 to 100,000 50 15 100,001 to 500,000 80 25° 500,001 to 1,000,000 100 35 1,000,001 to 2,000,000 135 ; 45 2,000,001 to 3,000,000 165 55 3,000,001 or more 175 60 For SI units,1 ft=0.3 m;1 gal =3.8 L. Table 2.3.2.1.2 Stable Liquids [Operating Pressure Greater than 2.5 psig (gauge pressure of 17.2 kPa)) Minimum Distance in Feet from Property |Minimum Distance in Feet fromLinethatIsorCanBeBuiltUpon,Nearest Side of Any Public Way or Including the Opposite Side of a from Nearest Important Building on Type of Tank Protection Public Way the Same Property Any type Protection for exposures*11/9 times Table 2.3.2.1.1(b)but shall not 1!/,times Table 2.3.2.1.1(b)but be less than 25 ft shall notbe less than 25 ft None 3 times Table 2.3,2.1.1(b)but shall notbe 1!/,times Table 2.3.2.1.1(b)but less than 50 ft shall not be less than 25 ft For SI units,1 ft=0.3 m.*See definition 1.6.38,Protection for Exposures. 2000 Edition iLGENERAL PROVISIONS 30-11 1.6.28.2 Stable Liquid.Any liquid not defined as unstable. _1.6.28.3 Unstable Liquid.A liquid that,in the pure state or as commercially produced or transported,will vigorously polymer- ize,decompose,undergo condensation reaction,or become self- reactive under conditions of shock,pressure,or temperature. 1.6.28.4*Water-Miscible Liquid.A liquid that mixes in all proportions with water without the use of chemical additives, such as emulsifying agents. 1.6.29*Listed.Equipment,materials,or services included .ina list published by an organization that is acceptable to theauthorityhavingjurisdictionandconcernedwithevaluation of products or services,that maintains periodic inspection of production of listed equipment or materials or periodic eval-cuation of services,and whose listing states that either the equipment,material,or service meets appropriate designatedstandardsorhasbeentestedandfoundsuitableforaspeci-fied purpose. 1.6.30 Occupancies. _1.6.30.1 Assembly Occupancy.All buildingsor portions ofbuildingsusedforgathering50ormorepersonsforsuchpur-poses as deliberation,worship,entertainment,dining,amuse- ment,or awaiting transportation. 1.6.30.2 Educational Occupancy.A building or structure or any portion thereof used for the purpose of learning or of receiving educational instruction. 1.6.30.3 Institutional Occupancy.A building orstructure or anyportionthereofusedbypersonswhoareharboredordetained to receive medical,charitable,or other care or treatment or bypersonsinvoluntarilydetained. 1.6.30.4 Mercantile Occupancy.The occupancy or use of a:building or structure or that portion thereof used for the wholesale or retail display,storage,and merchandising ofgoodsorwares. 1.6.30.5 Office Occupancy.A building or structure or any portion thereof used for the transaction ofbusiness or the ren- dering or receiving of professional services. 1.6.31 Occupancy Classification.The system of defining the predominant operating characteristic of a portion of a build- ing or plant for purposes of applying relevant sections of this code.This can include,but is not limited to,distillation,oxi- dation,cracking,and polymerization. 1.6.31.1 Outdoor Occupancy Classification.Similar to occu- pancy classification,except that it applies to outdoor operations not enclosed in a building or shelter. 1.6.32 Operating Unit (Vessel)or Process Unit (Vessel).The equipment in which a unit operation or unit process is con- ducted.(See also definition 1.6.44,Unit Operation or Unit Process.) 1.6.33 Operations.A general term that includes,but is not limited to,the use,transfer,storage,and processing of liquids. 1.6.34*Pier.A structure,usually of greater length than width and projecting from the shore into a body of water.A pier can be either open-deck or can be provided with a superstructure. 1.6.35 Plants. 1.6.35.1 Bulk Plant or Terminal.That portion of a property where liquids are received by tank vessel,pipelines,tank car, or tank vehicle and are stored or blended in bulk for the pur- pose of distributing such liquids by tank vessel,pipeline,tank car,tank vehicle,portable tank,or container. 1.6.35.2 Chemical Plant.A large integrated plant or that portion of such a plant,other than a refinery or distillery, where liquids are produced by chemical reactions or used in chemical reactions. 1.6.36 Pressure Vessel.Any fired or unfired vessel within thescopeoftheapplicablesectionoftheASMEBoilerandPressureVesselCode, 1.6.37 Process or Processing.An integrated sequence of operations,The sequence can be inclusive of both physical and chemical operations,unless the term is modified to restrict it to one or the other.The sequence can involve,but is not lim-. ited to,preparation,separation,purification,or change in state,energy content,or composition. -*1.6.38 Protection for Exposures.Fire protection for struc- tures on property adjacent to liquid storage.Fire protection for such structures shall be acceptable when located either -within the jurisdiction of any public fire department or adja- cent to plants having private fire brigades capable of providingcoolingwaterstreamsonstructuresonPropertyadjacenttoliquidstorage. 1.6.39 Refinery.A plantin which flammable or combustibleliquidsareproducedonacommercialscalefromcrudepetro-leum,natural gasoline,or other hydrocarbon sources. 1.6.40 Safety Can.A listed container,of not more than 5-gal °(18,.9-L)capacity,having a spring-closing lid and spout coverandsodesignedthatitwillsafelyrelieveinternalpressure when subjected to fire exposure. 1.6.41 Solvent Distillation Unit.An appliance that distills a flammable or combustible liquid to remove contaminants andrecovertheliquid.1.6.42 Staging.Temporary storage in a process area of liquidsincontainers,intermediate bulk containers,and portable tanks. 1.6.43 Tanks, 1.6.43.1 Aboveground Tank.A tank that is installed above grade,at grade,or below grade without backfill. 1.6.43.2*Atmospheric Tank.A storage tank that has beendesignedtooperateatpressuresfromatmosphericthrough-1.0 psig (760 mm Hg through 812 mm Hg)measured at thetopofthetank,1.6:43.3 Fire-Resistant Tank.A listed aboveground tank thatprovidesfire-resistive protection from exposure to a high- intensity liquid pool fire. 1.6.43.4 Low-Pressure Tank.A storage tank designed to with- stand an internal pressure above 1.0 psig (6.9 kPa)but notmorethan15psig(103.4 kPa)measured at the top of the tank. 1.6.43.5 Portable Tank.Any closed vessel having a liquid capac- ity over 60 U.S.gal (227 L)and not intended for fixed installation. __This includes intermediate bulk containers (IBCs)as defined and regulated by the U.S.Department ofTransportation. 1.6.43.6 Protected Aboveground Tank.An aboveground stor-age tank that is listed in accordance with UL 2085,Standardfor Insulated Aboveground Tanks for Flammable and Combustible Lig- uids,or an equivalent test procedure that consists of a primarytankprovidedwithprotectionfromphysicaldamageandfire-resistive protection from exposure to a high-intensity liquid pool fire. 1.6.43.7 Secondary Containment Tank.A tank that has aninnerandouterwallwithaninterstitialspace(annulus)between the walls and that has a means for monitoring theinterstitialspaceforaleak. 2000 Edition APRIL 4,1993 STEEL ABOVEGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE Liquips -UL 142 31 Table 13.4 Bracing for unflanged flat heads and bulkheads (See Figure 13.1) Diameter of Channels head,Inches*Inches .|Pounds”Angles,Inches* Up to 60 3 41 2 x2 x 3/8 or 2-1/2 x 2-1/2 x 1/4 61 to 72 3 41 3 x3 x 7/16 or 3-1/2 x 3-1/2 x 5/16 73 to 84 4 54 3-1/2 x 3-1/2 x 1/2 or 4 x4 x 3/8 85 to 96 5 67 4 x4 x 1/2 or5 x 9-1/2 x 3/a° 97 to 108 5 67 4 x4 x 3/4 or6 x4 x 3/8° 109 to 120 6 8.2 5 x5 x 5/8 or 6 x4 x 1/2° 121 to 132 7 98 5 x5 x 3/4 or6 x4 x 9/16° 133 to 144 7 9.8 5 x5 x 3/4 or 6 x4 x 9/16° 4 For SI units,1 inch =25.4 mm. D For SI units,1 kg =2.2 pounds. ©Short leg of angle welded to head. 13.4.6 A flanged flat bulkhead of a compartment tank more than 72 inches (1.8 m)in diameter shall bemadeofnotlessthan5/16 inch (7.9 mm)thick material or it shall be braced in accordance with Figure 13.1 and Table 13.2. VERTICAL CYLINDRICAL CONSTRUCTIONS 14 General Section 14 effective April 1,1994 14.1.In addition to complying with the applicable requirements in Sections 4 11 for all tankconstructions,primary containment vertical cylindrical tanks shall also comply with the requirements in Construction,Section 15. 15 Construction - Section 15 effective April 4,1994 15.1 Capacities and dimensions 15.1.1.The minimum diameter of a vertical tank shall not be less.than one-quarter of its height. 15.1.2 The shell height of a vertical tank shall not be more than 35 feet (10.5 m). 15.1.3 The capacity of a vertical tank shall not exceed 50,000 gallons (189 kL). 15.2 Steel thickness 15.2.1.A vertical tank shall be constructed from steel not thinner than specified in Table 15.1.- 32 STEEL ABOVEGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS -UL 142 APRIL 4,1993 Table 15.1 ;Minimum steel thickness -vertical tanks Carbon steel sheet minimum thickness,Stalnless stee]sheet thickness, Inch (mm)Inch (mm) Actual capacity, U.S.gallons (kL)Shell Bottom Top?Shell Bottom Top 1100 or less 0.093 0.093 0.093 0.086 0.086 0.086 (4.16 or less)(2.36)(2.36)(2.36)(2.18)(2.18)(2.18) More than 1100 0.167,0.240 0.123 0.11 0.158 0.086 (more than 4.16)(4.24)(6.10)(3.12)(2.92)(4.01)(2.18) 4 See 15.3.3,, b For a tank more than 25 feet (7.5 m)in height,all parts of the shell located more than 25 feet below the top edge oftheshellshallnotbelessthan0.240 inch (6.1 mm)thick. 15.3 Tank top (roof) 15.3.1 The top of a vertical cylindrical tank shall be constructed of not more than four pieces.If two or more pieces are used,joints shall be one of the shell joint constructions described in Figure 6.1. 15.3.2 The top of a single wall and outer shell of a secondary containment vertical tank shall be dished or conical.: ' Exception:Flat top roofs for vertical tanks are acceptable provided there is no leakage found during the Tank Leakage Test,Section 39,which is conducted after the Top Load Test,Section 41. ' 15.3.3 The height of a conical top shall not be less than one-sixth of the radius of the tank when the top is made of steel less than 0.167 inch (4.24 mm)thick and shall not be less than one-twelfth of the radius of the tank when the top is made of steel not less than 0.167 inch thick.A dished head shall have a depth of dish not less than that specified in Table 13.3. 15.4 Tank bottom (floor) 15.4.1.The bottom of a vertical cylindrical tank shall be constructed of not more than four pieces.If two or more pieces are used,joints shall be one of the shell joint constructions described in Figure 6.1,except that joint No.6 shall not be used.€ --B-15.5 Weak shell-to-roof joint construction 15.5.1.A weak shell-to-roof joint construction is such that the attachment of the roof to the shell forms a frangible joint that,in the case of excessive internal pressure,will rupture before rupture occurs in the tank shell joints or the shell-to-bottom joint.A vertical cylindrical tank complying with the requirements in 15.5.2 -15.5.6 is considered to be a weak shell-to-roof type tank. 15.5.2 The diameter of a tank with a weak shell-to-roof joint construction shall not be less than 10 feet (3 m). wnnIwAwwU Ble=OAGTS =Cgavgt=O17 .FBZ =O.1(562S-ME StL. APRIL 1,1993 STEEL ABOVEGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS --UL 142 33 Yu's ODF=3 gaye =0.239/inFy oth 15.5.3 Except as required by 15.2.1 for a vertical cylindrical tank more than 25 feet (7.6 m)high,the shell of a tank constructed with a weak shell-to-roof joint shall be made of steel not more than 0.179 inch (4.55 mm)thick for a distance of at least 5 feet (1.5 m)from the top. 15.5.4 The top of a vertical cylindrical tank constructed with a weak shell-to-roof joint shall be conical, having a slope not greater than 2 inches (50.8 mm)in 12 inches (805 mm),nor less than 1-1/2 inches i (3.8 mm)in 12 inches.The top shall be made of steel not more than 0.179 inch (4.55 mm)thick. 15.5.5 The roof of a vertical cylindrical tank constructed with a weak shell-to-roof joint shall be attached to the top angle with a continuous single fillet weld on the top side only.The size of the weld shall not be larger than 3/16 inch (4.8 mm).The top angle shall not be smaller than 2-1/2 by 2-1/2 by 1/4 inch (64 by64by6.4 mm)and shall be attached to the shell with a double-welded butt joint.See Details 5 and 6 ofFigure6.4.A roof-plate joint shall be as Illustrated in Detail 7 of Figure 6.4.Details 5,6,and 7 of Figure 6.4aretheonlyjointsthatapplytoatankconstructedwithaweakshell-to-roof joint. 15.5.6 A vertical cylindrical tank constructed with a weak shell-to-roof joint or provided with a manhole in accordance with the requirements In 8.6 shall have a vent openingfor normal venting.The vent openingshallbeinadditiontothefillandwithdrawalopenings.The vent opening shalt not be smaller than specified in Table 8.2., RECTANGULAR CONSTRUCTIONS 16 General Section 16 effective April 4,1994 16.1.In addition to complying with the applicable requirements In Sections 4 -12 for all tank constructions,primary containment rectangular tanks shall also comply with the requirements in Construction,Section 17,and Performance,Section 18. 17 Construction Section 17 effective April 1,1994 17.1.General 17.1.1 Stiffening bars may be attached to the tank wall either by Intermittent or continuous welding and may be placed on the inside or outside of the tank walls. 17.1.2 Tie rods may be used inside of the tank. 17.1.3 Baffles may be tack welded or continuously welded on the inside of the tank. 17.2 Steelthickness 17.2.1 Tanks of this type shall be constructed from steel not thinner than 0.093 inch (2.36 mm)if of carbon steel or 0.071 inch (1.80 mm)if of stainless steel. APRIL 1,1993 STEEL ABOVEGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS -UL 142 W | Figure 6.4vRoofjointsforverticalcylindrical tanks Unless otherwise indicated,all weld are to be full fillet welds,at least 1/8-inch (3.2-mm)radius. Fc rn ve|GF.oP BCA B<A ww CH,mani NO f NO.2 "):re Heutral ads of angio Neutral ade of angle -e Tock Wold Tock Weld HO.3 (Anglo inside)iA NO.4 (Angie Outaide) *O.96,Dp xNe"ea git .2 he Ya"I ard Da B<A - B<A fone +04 Sy wele ..kK =ifPonctrdiod N Neutral axie of angle tae mason toeiw ttcSetag.Roof-To-Shell Joint complete RoofTa-Shell doint Seo parogaph 15.5.8 See parogroph 15.5.6 SL COS Cote ase ,NO.6 Gorge Outzite) a Flanged Conical or DishedRoof-OffeetShell Al of] | tNi itt rd NO.9 NO.10 WO.if rina'ercton*hat/2 keh ODTantheineoniechGrem$2064A not fess thon 1/2 Inch (127mm)