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Home My WebLink AboutOld Harbor Fuel Storage & Handling Facilities in Old Harbor Oct 9, 2000PRELIMINARY DESIGN REPORT AND CONSTRUCTION COST ESTIMATE FOR CONSOLIDATION AND RENOVATION OF FUEL STORAGE AND HANDLING FACILITIES IN THE COMMUNITY OF: OLD HARBOR PREPARED FOR: STATE OF ALASKA RURAL ENERGY PROGRAMS/AEA PREPARED BY: Alaska Energy and |En ineerin },Inc.Mailing Address-ox 111Anchorage,AK gost,1405(907)349-0100349-8001 FAX ."Brian Cc.Gray "ee "e ME-8210 OCTOBER 9,2000 Alaska Energy and Engineering,Inc. 1217 East Klatt Road,Suite A P.O.Box 111405 Anchorage,AK 99511-1405 Phone (907)349-0100 Fax 349-8001 October 9,2000 Mr.A.Bruce Tiedeman,Acting Manager State of Alaska, AIDEA/AEA Rural Energy Programs P.O.Box 102880 Anchorage,AK 99510-2880 Re:.Old Harbor Bulk Fuel Consolidation and Renovation Preliminary Design Report Dear Mr.Tiedeman: Enclosed please find five bound copies and one loose copy of the above referenced report and a diskette with AutoCAD Release 14 drawing files.A draft copy of the study was submitted on August 31,2000.Relevant verbal comments from your engineering staff have been incorporated into the final version.We have also sent copies of the report directly to the City of Old Harbor,Alaska Village Electric Cooperative,the Kodiak Island Borough,the Kodiak Island Borough School District,and the BIA Division of Roads. Also enclosed is a copy of the DOE Bulk Fuel Community Database for Old Harbor that has been marked up to reflect current conditions. We intend to begin work on the final design phase of the project in the first week of November.If you have any comments or desire any changes to be incorporated into the final design,please provide written comments to us no later than November 6,2000.If you have any questions please call us at 349-0100. Sincerely, Alaska Energy and E eering,Inc. Brian C.Gray,P.E. Project Manager Enclosures as stated cc:Jim Nestic,City of Old Harbor Marie Becker,AVEC Alan Verbitsky,Kodiak Island BoroughBobTucker,Kodiak Island Borough School DistrictBrianPedersen,BIA Division of Roads PRELIMINARY DESIGN REPORT AND CONSTRUCTION COST ESTIMATE FOR CONSOLIDATION AND RENOVATION OF FUEL STORAGE AND HANDLING FACILITIES IN THE COMMUNITY OF: OLD HARBOR PREPARED FOR: STATE OF ALASKA RURAL ENERGY PROGRAMS/AEA PREPARED BY: Alaska Energy and]En ineerin }Inc.Mailing Address-ox 111Anchorage,AK 50811.1405(9 7)349-0100349-8001 FAX OCTOBER 9,2000 Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering EXECUTIVE SUMMARY This report has been prepared by Alaska Energy and Engineering,Inc.(AEE)fortheAIDEA/AEA Rural Energy Group.The purpose of this study is to provide aconceptdesignandconstructioncostestimateforconsolidationandupgradeofalldieselfuelandgasolinestorageinthecommunityofOldHarbor.The participants in the project include the City of Old Harbor,the Alaska VillageElectricCooperative(AVEC),and the Kodiak Island Borough (KIB)School District. Site investigations were performed on November 29 through December 1,1999, and July 10 and July 11,2000.Two proposed sites were examined for the newconsolidatedtankfarm.Through site observations and discussions with community representatives,the site to the south of the AVEC power plant wasdeterminedtobethepreferablelocationforthenewtankfarm. Consolidation of all City and AVEC bulk storage tanks into a single earthen bermdikewasnotdeemedpracticalduetothesteepslopesatthetankfarmsite. Separate secondary containment dikes located on adjacent parcels and servedbyacommonfillpipelinewillbeconstructedfortheAVECandCityfacilities,The two containment dikes will hold all of the gasoline and diesel fuel requiredforretailsales,public building heating,and electrical power generation in Old Harbor.A bulk transfer facility will also be constructed at the tank farm site to allow the City to load diesel fuel and gasoline into tanker trucks and portable tanks for distribution within the community.A marine dispensing facility will beinstalledacrosstheroadfromthenewtankfarmsiteatthesmallboatdock.A gasoline dispensing facility will be installed adjacent to the local auto repair shop.Two each 600 gallon tanks will be located at the school to provide limited on-site storage. A total of one existing city tank and 4 existing AVEC tanks were determined to be suitable for reuse.Five new tanks will be required to meet the projected fuelstoragerequirementsforthecommunity. The City tank farm will have a gross storage (tank shell)capacity of 51,000gallonsofdieselfueland15,000 gallons of gasoline.The AVEC tank farm willhaveagrossstorage(tank shell)capacity of 39,900 gallons of diesel fuel.Theprojectprovidesacombinedgrossstoragecapacityof111,100 gallons includingthepairof600gallonschoolstoragetanksandthe4,000 gallon gasolinedispensingtank.The combined net useable storage capacity is 99,990 gallonsbasedon90%of the gross capacity. The total project cost,including all design,supervision,inspection,permitting,and a 20%contingency is estimated to be $1,031,892 which equates to a unit cost of $10.32 per gallon based on a net storage capacity of 99,990 gallons.The breakdown of tank farm costs by entity is as follows: e AVEC $230,686 35,910 gallons net capacity at $6.42 per gallon e City $852,059 63,000 gallons net capacity at $13.52 per gallon e School $14,607 1,080 gallons net capacity at $13.52 per gallon e Total $1,097,352 99,990 gallons net capacity at $10.97 per gallon Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering INDEX Executive SUMMALY ........ee eeeeecteeseeeeessnneeeeteeeereeeteneesssuaaaeeeeeseeseesessateeeeeesessaaeeeess Page I ale\-)escee Page ii 1.0 INtPOGUCTION...00.eee ee seeetesrerneeeeeeeeeseetenesaaeneananaeeeenecsaauaauaesentesesneeeeeeeees Page 1 1.1 Code AnallySis 00.0...cccccessseessccececeeeececeeseseseseneaeeeeceetenensessneeeeeeeeeessenaaes Page 2 2.0 Existing Fuel Storage Facilities -Function and Capacity................ccccccceeeees Page 3 2.1 Existing Equipment Suitable for REUSC...............:::cesecccesesserseeeeeeesceeeeeees Page 4 3.0 Current Fuel Consumption oo...eee eeseceeeeeeessenenececesueeseescssneesessseneeeneaaes Page 4 3.1 Planned Infrastructure Improvement..................2.eessessseeeeeeeesessseeaeeeeeeees Page 5 3.2 Tank Capacity Requirement...............ccccccccccneeesseeeeeeereceensneeaeeusesssseseeees Page 6 4.0 Proposed Facility DESCriIPtion ................cc ceeeeeeeeseeeceeeeeeeesseeeeeeeeeeeeeeeeeeaaeeeesees Page 7 id BS)||eee Page 7 4.2 Pad COnstruction 00...eee cceeesesenensseaaneeseeeeeeesonseseeseseeeeeenseesaseeees Page 8 4.3 Secondary Containment ..0.......eee eee eeeeeseeceeeeeeesensneeeserseeeseneeeneeeaees Page 8 4A TAankS ........ceeeeccscsccccecceeceseeeeecseeeeceeeceeececeaseneaeneauaussogsassagaegesgssssaeseuseeeaeaaes Page 9 4.5 Piping/Valves/PUMPS/ACCESSOTIES..............cc:eeeeeeeeeeceeceeeeeseeeeseseteeeeseesees Page 9 7 SS)-(00 1)ee Page 10 5.0 Proposed Operating Scenario and Spill RESpOnse ............eee eeeeeeeteceeeeeees Page 10 6.0 Permitting «00.0...eee eeeseeseeseseseeseeeeeeteeresceseesanauaneuaesaueasanaceeeaueeaeeeeeeesees Page 11 7.0 Construction Plan 20.0...eeesssescccceeeeceeeeececereeserseseeseuaeeeeeeeseeeesseeeeeeeeeeeess Page 12 7.1 Local JOD SKINS oo.cceecnseencesessseeeeeeeeeceeseceseeseeseesacseceeesesesseesenss Page 12 7.2 Local Equipment ..........cc.ccccccccessseceneesceeseeecesesccessaeseesceeueesescceeaeereeeeea Page 12 7.3 Material SOUPCES 2.0...eeseeneeceereesesesssneneceeenensseaesesnssasessersseeteeeees Page 13 B.0 Schedule .00.........ee eeseescecceeneeneeeeecceececeeesseeeeeseseeecseaseaesseaaeaaanaaaereeseeeeeesens Page 13 9.0 Cost Estimate 0...esccececeeeeeeeeteeseeeeereeeeetenssaeageeseceeesesesessaeaeeceneres Page 14 Preliminary Design DrawingS ................ccssccceceeececessesneneeeeeessseaeesuesesseeeseessaeeeees Appendix A Construction Cost Estimate...cccccscseeeeeeeeeeeeeeseessaceaeeeeeeeeeeesesseaneeeeeees Appendix B Certificate to Plat..........ee.eee essseeececeessssssssseneeteeeesenecnessaeeasareeseseeesessnaeeeeeeeess Appendix C Geotechnical Report .........ce eeceeecccceccececceneeseeserereececeesseuseseessseeseseeeseeeeoesees Appendix D Meeting Summary Letters 0...ec cccceceeeeereeeeeseeeaeeeeeesscaeseneesseeneseesseaeeens Appendix E Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering 1.0 INTRODUCTION This report has been prepared by Alaska Energy and Engineering,Inc.(AEE)fortheRuralEnergyPrograms/AEA.The purpose of this study is to provide aconceptdesignandconstructioncostestimateforconsolidationandupgradeofalldieselfuelandgasolinestorageinthecommunityofOldHarbor.For thepurposeofthisstudy,the term "diesel fuel"refers to all fuel oil products used forspaceheating,electrical generation,and heavy equipment operation.TheparticipantsintheprojectincludetheCityofOldHarbor,the Alaska VillageElectricCooperative(AVEC),and the Kodiak Island Borough (KIB)School District. Steven Stassel and John Dickerson of AEE performed an original siteinvestigationonNovember29throughDecember1,1999.Existing tanks wereexaminedtodeterminesuitabilityforreuse.Two proposed sites were examinedforthenewconsolidatedtankfarm.The merits of both proposed sites were discussed with City Mayor Rick Berns,Vice Mayor Jim Nestic,and otherconcernedresidentswhoattendedthepublicmeetingheldontheeveningof November 29.Preliminary topographic surveys were performed at both potentialsitesandroutesforpipelineswereexplored. Brian Gray and John Dickerson of AEE traveled to Old Harbor and performed anadditionalsiteinvestigationonJuly10andJuly11,2000.Site work included amoredetailedtopographicalsurveyofthepreferredtankfarmsiteandthegasolinedispensingsite.During the initial field investigation it was determinedthatsiteslopeandsoilconditionswarrantageotechnicalinvestigation.TomCulkinofA.W.Murfitt Company performed the geotechnical investigation duringthesecondsitevisitonJuly11,2000. Additional information was obtained from the following individuals: e Rick Berns,ex-Mayor,City of Old Harbor 286-2203 e The Honorable Jim Nestic,Mayor,City of Old Harbor 286-2203 e Brent Petrie,Alaska Village Electric Cooperative 561-1818 e Marie Becker,Alaska Village Electric Cooperative 561-1818 e Russell Fox,Treasurer,City of Old Harbor 286-2203 e Victor Larionoff,Local Gasoline Retailer 286-2263 e Bob Tucker,KIB School District 486-9238 e Brian Pedersen,BIA Road Reconstruction 586-7130 e Mike Ugan,Petro Marine Services 562-5000 e Tony Azuyak,Pres.,Old Harbor Tribal Council 286-2215 e Phil Reed,Heavy Equipment Owner/Operator 286-2320 e Patrick Carlson,Assessor,KIB 486-9395 e Eileen Probasco,Assistant Planner,KIB 486-9361 e Alan Verbitsky,P.E.,Engineer,KIB Engineering Dept.486-9343 e Nancy Alrod,State of Alaska DOT 645-8397 Prior to the field investigation,available information was obtained and analyzed,including community profile,survey plats,engineering studies,Corps ofEngineersWetlandsandfloodinformation,erosion studies,and other relevant data. Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering 1.1.Code Analysis Prior work performed by the State of Alaska Division of Energy included a codeevaluationofexistingfacilitiesandpreparationofadatabasesummarizingresults.The existing facilities were reviewed and information in the database verified and revised as required.The following is a summary of existing facilitydeficienciesthatwereobserved: e Improper Secondary Containment (Diking)-Many of the tanks are not withinaproperliquidtightsecondarycontainmentsystemofadequatecapacityasrequiredbytheFireCodeandEPAregulationsandsomeofthetankshavenocontainment. e Improper Site Location -One of the tank farms does not meet Fire Codeminimumseparationdistancerequirementsfromadjacentpublicwaysandpropertylines. e No Security Fence -Two of the tank farms are located in the communityproperandinareasofhighvehicleandpedestriantrafficwithoutanysecurityfencing.This presents an extreme hazard to the community with childrencommonlywalkingandplayingaroundthetanks.It also greatly increases thechanceofaspillorfireduetovandalismandtheftwhenunattended. e Improper Tank Foundations -Several of the tanks are installed on an 11'hightimberplatforminviolationoftheFireCode. e Improper Piping and Valves -Existing piping systems are steel pipe with acombinationofthreadedandgroovedendjoints.These joints have atendencytoleakandfailovertime.Many of the valves are made of bronze,in violation of the Fire Code,and appear to be worn out. e«Dispensing From Above-Ground Tanks Without Protective Systems -StateFireMarshallrequirementsstipulateprotectivedevicesandpipingsystemstolimitthequantityoffueldirectlyconnectedtothedispensersandtopreventagravitydischargeoffuelintheeventofafailureofthedispenserorpiping.No protective devices are installed. The combination of deficiencies at Old Harbor's only bulk storage and dispensingfacilityposedasignificantenoughthreattopublicsafetyandtheenvironmentthatthecommunityhasnowbeendenieddeliveryoffueltothisfacilityduetothesedeficiencies.This has created a significant hardship for local residents.AmajorprojectisrequiredtoreplaceandrelocatetheexistingfacilitywithaCity-owned,code and regulation compliant tank farm to meet the long-term needs of Old Harbor.Locating the new tank farm adjacent to the existing AVEC powerplantsitewillallowbothfacilitiestobeservedbycommonfuelpipelines.This isthemostcost-effective solution because it will reduce not only construction costs but also the cost of fuel as well as long-term operation and maintenance expenses. The concept design for the new facility has been prepared to meet current codeandregulatoryrequirementswhichinclude: e The 1997 Edition of the Uniform Fire Code,including State of Alaska Amendments Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering e The 1999 Edition of the National Electrical Code e 40 CFR,Part 112.1-12,U.S.Environmental Protection Agency SpillPreventionRequirementsincludingpendingRevisions e 33 CFR,Part 154.30 &154.1030,U.S.Coast Guard Spill PreventionRequirements The design also incorporates appropriate industry standards such as NFPA and API as well as proven methods and materials that have been used successfullyonotherruralbulkfuelfacilitiesinsimilarlocationsandclimates. 2.0 EXISTING FUEL STORAGE FACILITIES -FUNCTION AND CAPACITY The existing fuel storage facilities are scattered throughout Old Harbor,typicallylocatedatornearthepointofconsumption.Tank farm numbers below correspond to the numbers assigned in the DOE database.The net fuel storagecapacity,based on 90%of the gross tank shell capacity,is provided for thevariousproductsusedforeachentityinthefollowingtable: EXISTING NET*FUEL STORAGE CAPACITY Facility Unleaded Gas Diesel Fuel Old Harbor Fuel Co.(#1)Abandoned Abandoned AVEC (#2)35,900 gallons Old Harbor Village Council (#3)4,770 gallons City of Old Harbor (new)10,800 gallons Total 0 gallons 51,470 gallons *Net capacity is based on 90%of tank shell dimensions to account for actualuseablefuelinthetank. Each individual facility was evaluated to determine specific needs anddeficiencies.Tanks were visually examined to determine suitability for re-use.The following paragraphs summarize findings for each tank farm: e Old Harbor Fuel Co.(#1).The owner closed this facility in the spring of1999duetotheinabilitytomeetcomplianceordersissuedbytheU.S.CoastGuard.None of the tanks are suitable for reuse.In recent years,annualsalesfromthisfacilityhaveaveragedapproximately55,000 gallons of #2dieselfuelforhome,school and public building heating as well as heavyequipmentoperation,10,000 gallons of #1 diesel fuel for space heating,and10,000 gallons of gasoline. e AVEC (#2).This facility was constructed new in 1991.It consists of four horizontal,skid mounted,welded steel tanks in like-new condition.The combined gross shell capacity of the tanks is 39,900 gallons.All four tanks are suitable for re-use with modifications.A mostly above ground 3"weldedsteelpipelinerunsapproximately400'to a marine header near the small boatharbor.The tanks are installed in a lined dike;however,the dike floor has a considerable slope from west to east.Due to the slope,the actualcontainmentvolumeofthedikeisinadequateforthefacility.The slopingflooralsoforcedtheuseofmultiplelayersoftimbercribbingfortankleveling,resulting in improper tank foundations.A piped dike drain was installedthroughtheliner.At the time of our site visit,this valve had been left open 3 Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering and was inoperable due to ice blockage inside the valve body.The dike is located adjacent to the steep grade west of the tank farm without adequateseparationorchannelingforrun-off,causing the dike to be filled with debrisfromlandslidesandfloodinginthepast.This facility is used exclusively forstoring#2 diesel fuel for village electrical power generation. e Old Harbor Village Council (ex-Armory)(#3).Ownership of this facility hasrecentlytransferredfromtheArmyNationalGuardtotheOldHarborVillageCouncil.It is not currently in use.The tank is a single wall horizontal weldedsteeltankwithagrossshellcapacityof5,300 gallons.It is elevatedapproximately4'-6"on un-braced steel support legs.There is no secondarycontainmentorfencing.Due to its relatively small capacity,it would not be cost effective to refurbish and re-use this tank. e City of Old Harbor (new).A new single tank,diesel fuel only,bulk storageandtransferfacilitywasrecentlyinstalledinOldHarbor.The tank is a newdoublewallhorizontalskidmountedweldedsteeltankwithagrossshell capacity of 12,000 gallons.The installation includes a submersible fuel pumpfortransferringfuelintotheCity's new 800 gallon fuel delivery tank truck. The facility is located at the south end of the community,near the abandonedOldHarborFuelCo.A new 2"welded steel below ground pipeline runs approximately 500'to a new marine header on the deep water dock.Thistankissuitableforre-use in the new consolidated facility.The fuel is for space heating of private homes and public facilities,as well as for heavyequipmentoperation.The facility is owned and operated by the City of OldHarbor. e Gasoline Sales.There is currently no bulk storage or dispensing facility forgasolineinthecommunityofOldHarbor.Bulk storage of gasoline will beprovidedatthenewconsolidatedtankfarm.A code compliant gasolinedispensingfacilityisalsorequired. e Old Harbor School.The school currently has two 3,000 gallon undergroundstoragetanksanda300gallonabovegroundexteriordaytank.The schooldistricthasexpressedinterestininstallingnewaboveground"intermediate"storage tanks in order to abandon the underground tanks.Annual fuel use attheschoolhasaveragedapproximately6,000 gallons in recent years. 2.1 Existing Equipment Suitable for Reuse The new double wall City tank,appurtenances,valves,flexes,pump,and fencingandthe4existingAVECbulkstoragetanksaresuitableforre-use. 3.0 CURRENT FUEL CONSUMPTION Annual fuel consumption information was obtained for each facility.Thefollowingtableshowsthebreakdownofestimatedconsumptionofeachproductbyfacilityownerorfuelsource: Old Harbor Bulk Fuel Consolidation &Upgrade Preliminary Design Report October 9,2000 Alaska Energy and Engineering CURRENT ANNUAL FUEL CONSUMPTION Facility Unleaded Gas #1 &#2 Diesel Fuel Retail Fuel Sales *10,000 gallons 65,000 gallons AVEC 60,000 gallons Island Provider Sales**24,000 gallons 24,000 gallons Personal Imports*** 34,000+gallons 149,000+gallonsTotal *Diesel fuel consumption includes fuel historically sold to the City andSchool.The City of Old Harbor is now the provider of retail fuel sales for the community. **Includes dock-side sales of fuel from the freight vessel Island Provider into resident's own drums and portable tanks.No records available,based onestimatebyvesselownerandex-Old Harbor Fuel Company manager. ***An unknown amount of gasoline and diesel fuel purchased from fishingtendersandfuelvendorsinKodiakforpersonalusehashistoricallybeenbroughtintothecommunityaboardlocallyownedfishingvessels. 3.1.Planned Infrastructure Improvements It is important to evaluate the impact of planned near-term infrastructureimprovementprojectsonexistingutilitysystems.School additions,water andsewerexpansions,new homes,as well as other community improvements allcanadverselyimpacttheadequacyofexistingutilities.The followinginfrastructureprojectshavebeenidentifiedforthecommunityofOldHarbor. RETAIL SALES -Marine fuel dispensing by the City will add approximately 15,000 gallons of #2 diesel fuel sales per year to the current estimated 65,000gallonssold.It is estimated that annual #1 diesel consumption will increase overtimeduetotheconversionofadditionalheatingsystemstospaceheatersthat operate exclusively on #1 diesel fuel.An additional reserve of #1 is also requiredsothatthecitycanproduceit's own winter blend for home fuel deliveries bymixingwith#2 diesel fuel.Over-the-dock sales of #1 heating fuel and gasolinefromtheIslandProviderintodrumsandsmallportabletanksareexpectedtobe greatly reduced with the installation of the community's new facility.This shouldaddapproximately5,000 gallons of #1 diesel fuel and 24,000 gallons of gasolinetotheexpectedannualsalesvolumesatthenewfacility.Gasoline sales mayalsoincreaseifsupportforthefacilityfromwithinthecommunityisstrong,bydecreasingtheamountofprivatelyimportedgasoline.Taking all of these factorsintoconsideration,it is expected that the near term total annual fuel sales at thenewbulkstorageandgasolinedispensingfacilitieswilltotalapproximately80,000 gallons of #2 diesel fuel,20,000 gallons of #1 diesel fuel,and 35,000gallonsofgasoline. AVEC -A hydroelectric power generation facility for Old Harbor is currently beingdesignedandplannedbyAVECincooperationwiththeCity.If successful,thiscouldsignificantlyreduceAVEC's fuel consumption.It is not expected tosignificantlyimpactthefuelconsumptionoftheotherfueluserswithinthecommunity. Old Harbor Bulk Fuel Consolidation &Upgrade Preliminary Design Report October 9,2000 Alaska Energy and Engineering 3.2.Tank Capacity Requirements Old Harbor is located on a year round ice-free port with a deep water dock capable of receiving ocean-going barges.Fuel deliveries by barge are availablefromatleasttwodifferentvendorsandarescheduledtobeintheareaatleast every three to four weeks in the summer and every six to eight weeks in thewinter.In addition,short notice deliveries of fuel are available from the M/V LadyNina,a Kodiak based freight vessel.At least one of the major fuel barge deliveryservicesoffersa$.10 discount on fuel when the total quantity of all products delivered per trip exceeds 50,000 gallons.Based on this delivery schedule andpricestructure,we have opted to size the facility to hold a minimum of fourmonthssupplyofeachproductandtohaveatleast50,000 gallons of totalavailablecapacityperscheduleddeliverywithanadequatereservemargin. Since there are numerous entities requiring varying quantities of fuel it is necessary to size the tank farm to meet the combined needs of each user withsufficientcapacitytoaccommodatefuturegrowth.The following table comparestheprojectedannualand4monthusebyentityofeachproducttotheproposednetuseabletankcapacityforthenewfacility: CONSUMPTION VERSUS CAPACITY Product |Current |Future |Future |Proposed |%of ProposedAnnualEst.Est.4 Net Est.GrossUseinAnnual|Month Capacity |Future |CapacityGallons|Usein Use in in 4 in Gallons |Gallons |Gallons Month |Gallons (1)(2)Use Gasoline |34,000 35,000 12,000 |17,100 (3)|142%|19,000 (3) City 10,000 20,000 7,000 10,800 154%12,000 #1 Diesel City 65,000 80,000 27,000 35,000 130%39,000 #2 Diesel (4)(4) AVEC 60,000 60,000 20,000 35,900 180%39,900 #2 Diesel Diesel 135,000 |160,000 |54,000 81,700 151%90,900Subtotal(5)(5) Project Total ;66,000 98,800 150%109,900 (1)Estimated future use based on planned development. (2)Net capacity (90%of gross shell capacity) (3)Includes the bulk storage tank and dispensing tank. (4)Includes the School's annual #2 diesel use of approximately 6,000 gallons. (5)Capacity does not include proposed new secondary tanks at school. Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering 4.0 PROPOSED FACILITY DESCRIPTION As mentioned in a previous section,the most cost effective way to renovate the various tank farms in Old Harbor is to consolidate the majority of fuel in one location.The AVEC power plant is the major fuel consumer in the community and is located adjacent to the new tank farm consolidation site. Consolidation of all City and AVEC bulk storage tanks into a single earthen berm dike was not deemed practical due to the steep slopes at the tank farm site. Separate secondary containment dikes located on adjacent parcels and servedbyacommonfillpipelinewillbeconstructedfortheAVECandCityfacilities,The two containment dikes will hold all of the gasoline and diesel fuel required for retail sales,public building heating,and electrical power generation in OldHarbor.The AVEC dike will contain four existing 10,000 gallon single wall #2 diesel fuel storage tanks for village power generation.The City dike will containtwonew27,000 gallon single wall tanks,as well as the existing 12,000 gallondoublewalltank.One of the 27,000 gallon tanks will be used for #2 diesel fuelstorage.The other 27,000 gallon tank will be partitioned into a 15,000 gallongasolinestorageanda12,000 gallon #1 diesel fuel storage tank.The 12,000gallondoublewalltankwillbeusedasa#2 diesel fuel storage/bulk transfer tank. A bulk transfer facility will be constructed adjacent to the City tank farm site toallowtheCitytoloadgasolineintothe5,000 gallon gasoline tanker truck for transfer to the gasoline dispensing station and to load #1 and #2 diesel fuel intotheCity's 800 gallon tanker truck for distribution within the community. A new City gasoline dispensing facility consisting of a 4,000 gallon double wallfirerateddispensingtankwithanintegralsingleproductdispenserwillbe installed on City property adjacent to the auto repair shop.The current plan isfortheautoshopowner,Victor Larionoff,to conduct the day to day operation ofgasolinesales.Mr.Larionoff owns the 5,000 gallon tank truck that will be usedtotransfergasolinefromtheCity's bulk storage facility to the dispensing facility. Two new 600 gallon double wall diesel fuel storage tanks will be installed at the School,one near each of the school's boiler rooms. 4.1 Site The community had originally selected two possible sites for the new City tankfarm.Both potential sites were located in the vicinity of the AVEC power plantandtankfarminordertoallowAVECandtheCitytoshareafillpipelineroutedtotheCity's deep water dock.One of the sites was rejected due to the fact thatithadpreviouslybeenusedastheCity's solid waste landfill site.The chosensiteislocatedonacurrentlyun-subdivided portion of Tract B,Townsite of OldHarbor,U.S.Survey 4793,just south of and adjacent to the AVEC power plantsiteandjustwestofanun-surveyed parcel containing a warehouse constructedbylocalcommercialfishermen.The AVEC site is located on a tract of landpreviouslysurveyedanddeededtoAVECbytheCityofOldHarbor.Aspreviouslystated,the current AVEC tank farm is located too close to the steephillsideandisthereforevulnerabletoflooding,glaciating,and filling with debris. A new project site plan was developed in order to accomplish the following : e Locate suitable sites for the new AVEC and City tank farms away fromsevereslopesandclearofdrainagechannels. 7 Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering e Provide public access to the new City tank farm and bulk transfer facility. Provide adequate staging/storage area for AVEC. Minimize the gravel fill required for pad and dike construction Locate the new marine dispensing facility. e Define the boundaries of the commercial fishing warehouse site In order to accomplish these goals,it will be necessary to re-plat the AVEC property lines.AVEC will give up approximately 18,500 square feet to establishthepublicaccesseasementandwillgainapproximately16,500 square feetwherethenewtankfarmwillgo.In addition,the bunkhouse will be re-located and the old tank farm site will be leveled and access will be improved to provide AVEC with an alternate staging and storage area. A Certificate to Plat was prepared by Western Alaska Land Title Company ofKodiakonApril4,2000.It established AVEC as the owner of the current powerplantsiteandtheCityofOldHarborastheowneroftheremainderofTractBsurroundingtheAVECsiteaswellastheautorepairshoppropertywherethegasolinedispenserwillbelocated.A copy of the certificate is included inAppendixC. 4.2 Pad Construction The geotechnical investigation revealed that the steep slopes bordering the tankfarmsitecouldbecomeunstableifunderminedbyanycutsalongthebase. Therefore it is essential that all pad and dike construction be accomplished byplacingfillontopoftheexistinggraderatherthancuttingintoexistingsurfacesinthevicinityofthetoeoftheexistingmajorslopes.In the areas where the gravelfillmaybesubjecttospringfloodwatersandrun-off from the hillside,selectedlargerock(rip-rap)will be placed on the outside slope of the dike and pad topreventerosion. For both dikes,the bulk transfer area,the gasoline dispensing tank,and the school intermediate tanks the existing ground surface organic layer will beremovedandcleangravelfillwillbeplacedin8"lifts and compacted to 90% minimum density. 4.3.Secondary Containment The Uniform Fire Code and E.P.A.regulations require fuel tanks to be installed within a secondary containment structure that is capable of holding the contentsofthelargesttankplussufficientfreeboard(usually 6”to 12")to holdaccumulatedprecipitation.Based upon the availability of local fill material,anearthenbermwithamembranelinerontopofanearthenpadwasdeterminedto be the most practical means of providing secondary containment.The AVECandCitydikesaresizedtocontaintheentirecontentsofthelargesttankwithinthem(10,300 gallons and 27,000 gallons respectively)plus 12”of freeboard forprecipitation.The dikes will most likely be constructed in stages with one wallleftdownuntiltankshavebeenplaced.The City dike will be lined with amembranelinercompatiblewithbothdieselfuelandgasoline.A non-wovengeotextilefabricwillbeinstalledaboveandbelowthelinertopreventpunctureanddamageanda4”deep layer of gravel cover will be placed over the liner.A4”deep cellular confinement grid will be installed over the liner on the interiordikewallstoholdthegravelcoverinplaceonthesideslopes. 8 Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering The fire-rated gasoline dispensing tank will be double wall construction and willbeequippedwithredundantoverfillprotectiondevicesasrequiredbytheEPAtomeettheintentofalternativesecondarycontainmentrequirements. The "intermediate”tanks at the School are below the threshold of EPA regulation.They will not be installed within dikes but will be double wallconstructionandequippedwithspillcatchbasinsonthefillconnections. 4.4 Tanks A total of 6 existing tanks will be cleaned,purged,and taken out of service aspartofthisproject.Two of the tanks will be retained to serve as spill contingencystorage.The rest will be demolished and disposed of.A total of 4 existing tankswillberefurbishedandusedinthenewAVECfacilityand1existingtankwillbe used as-is in the new City facility.A total of 5 new tanks will be installed.SeetheTankScheduleonDrawingM6.Upon cleaning and vapor freeing,all existingtanksbeingreusedwillbeinspectedinternallyandexternally.Should anysignificantcorrosionbeencountered,repairs will be made.The existing AVEChorizontaltankswillrequireweldingofthesaddlesaswellasrelocationofthewithdrawalandwaterdrawconnectionsandinstallationofnewemergencyvents, normal vents,and gauge hatches. The new bulk storage tanks will be shop built single wall horizontal welded steel tanks built and labeled in accordance with UL 142.The new school intermediate tanks will be shop built double wall horizontal welded steel tanks built andlabeledinaccordancewithUL142.The new gasoline dispensing tank will be a shop built double wall fire rated horizontal welded steel tank built and labeled inaccordancewithUL2085.All tanks will be equipped with steel saddle and skid foundations and placed on 4x12 treated timber mudsills at grade.The timberswillbesizedtolimitsoilbearingpressureto1,500 pounds per square foot.Allnewtankswillalsobeequippedwithlevelgaugesandotherappurtenancesas indicated for the existing tanks. 4.5 Piping/Valves/Pumps/Accessories All above-grade piping will be schedule 80 black steel.All below-grade pipingwillbeschedule80steelwithahighdensitypolyethylenecoatingandcathodicprotection.Above-grade piping will be installed on treated timber sleepers orsupportedfromtanksandsecuredwithsteelpipestrapsorstrutandpipeclamps.All piping joints will be welded or flanged except for connections topumpswhichmaybethreaded.Sufficient flanged joints will be provided to allowserviceofpumpsandotherdevices.All connections to pumps and tanks will bemadewithstainlesssteelflexibleconnectors.Each isolated section of piping will be provided with pressure relieving devices to account for thermal expansion ofproductcausedbytemperaturefluctuations.Provisions for movement of thepipingcausedbythermalexpansionandcontractionwillalsobeincluded.Allvalveswillbesteelbodyindustrialgradevalvesintendedforusewithfuels. A pair of 3”diameter fill pipelines will be routed below grade from the deep waterdockapproximately3,200'to the new AVEC and City tank farm sites.A drippanwillbeprovidedattheterminationofthefillpipelines(marine header.)Separate 3”manifold piping will be provided for each owner and will be connectedtothecommondieselfuelfillpipelinewithindividualisolationvalvesandcheck valves. Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering A bulk fuel transfer area with secondary containment will be provided at the tank farm to allow portable tanks and tanker trucks to be filled with diesel fuel from the City bulk storage tanks.The bulk transfer equipment will include submersiblepumps,meters,hoses,nozzles,and static grounding lines. A submersible pump with back pressure valve and solenoid valve will be provided in the double wall tank for supplying #2 diesel fuel to the marinedispenser.A 2"distribution line will be routed above and below grade from thedispensingtanktoacustodytransfermeterwithprinterinasecurityenclosureadjacenttothesmallboatharbordock,located across the road from the tank farm site. A submersible pump with a back pressure valve will be provided in the gasoline dispensing tank.A mechanical service station style single product dispenser willbeinstalledonanextensionofthetankskids.Welded steel piping will be installed from the pump to the dispenser and supported from the tank frame. A new 100 gallon packaged day tank will be installed in the boiler room of theschoolmulti-purpose building.The packaged day tank will be equipped withsuctionpump,automatic controls,level gauges,and redundant overfill protectiondevicesandalarms.The day tank will fill automatically as required to meetheatingdemand.The existing packaged day tank in the main school buildingboilerroomwillbeupgradedinordertoproperlyinterfacewiththenewabove ground diesel fuel storage tank. 4.6 Security Separate 6'tall chain link fences with barbed wire tops will be installed at eachfacility.One will enclose the new City tank farm and the bulk transfer area,onewillenclosetheentireAVECtankfarmandpowerplantarea,and one will enclose the gasoline tank and dispenser.Two access gates will be provided intoeachfencedenclosure.The bulk transfer area and the AVEC area will also be equipped with 12'wide truck gates.The marine dispenser will be installed withinapoststructurewithconcretefloorslab,metal roof,and full-height chain linkfencewalls.All valves will be provided with lockable handles to prevent theft and vandalism.Each owner will have a unique set of keyed-alike locks for all of theirvalvesandfencegates.Pump controls will be installed within fenced securityareas.Area lighting controlled by photocell will be provided at the dispensers,pump controls,and dike for security and spill detection and to enhance winter operation. 5.0 PROPOSED OPERATING SCENARIO AND SPILL RESPONSE The City and AVEC tank farms are individual facilities on separate parcels soeachentityshouldberesponsibleformaintenanceandoperationoftheirowntanks,pumps,piping systems,dikes,and fencing.The parties will also beresponsibleforremovingstormwaterfromtheirindividualdikes.Some items willneedtobeaddressedforthewholefacilityandshouldbetheresponsibilityoftheagreedonprimaryowner.These items include but are not limited to -annualpressuretestingofthedieselpipeline;maintenance and replacement of spillresponseequipmentandsupplies;and snow removal from the common accessarea.These overall operating costs should be apportioned among participantsonapergallonofthroughputbasis. 10 Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering Because the new AVEC and City facilities will have oil storage tanks in excess of660gallonsandwillreceivedeliverybymarinevessel,they will be subject toU.S.Environmental Protection Agency and U.S.Coast Guard regulations. Operations Manuals and a Letters of Intent will need to be prepared andsubmittedtotheCoastGuard.Oil Spill Response Plans will need to be preparedandsubmittedtoboththeCoastGuardandtheEPA.These facilities,along withthegasolinedispensingfacilitywillalsorequirepreparationofaSpillPreventionControlandCountermeasures(SPCC)plan.Separate SPCC Plans should bepreparedforeachowner;however,it may be possible to utilize a combinedOperationsManualandFacilityResponsePlan. The gross storage capacity of the tank farms are well below the State of AlaskaDepartmentofEnvironmentalConservation(DEC)regulatory threshold of420,000 gallons so a DEC Oil Spill Contingency Plan will not be required. Spill response gear,including sorbent material,protective safety gear,andpossiblycontainmentboomwillneedtobepurchased.Two of the existing tanksthatarenotbeingre-used will be placed in the vicinity of the new tank farms and dedicated to contingency storage. 6.0 PERMITTING A Coastal Zone Management Project Questionnaire will be completed andsubmittedtotheDivisionofGovernmentalCoordination.A Corps of Engineerswetlandspermitshouldnotberequiredforconstructionontheprojectsite. The tank farm site will need to be re-zoned for commercial use through the Kodiak Island Borough.This process is expected to take approximately 3monthsandshouldbegininDecembertoensurecompletionintimeforspring construction. The City and AVEC area will need to be surveyed and a plat will need to besubmittedtotheKodiakIslandBoroughforreview.This process is alsoexpectedtotakeapproximately3monthsandshouldbeperformedconcurrentlywiththere-zoning. A Plan Review permit from the State Fire Marshal is required.Final stampeddesigndrawingswillneedtobesubmittedforreviewandapprovalpriortoconstruction.Site preparation work may be initiated prior to receiving approval from the Fire Marshal. New pipelines will be routed to the maximum extent practical within road right-of-ways and on public property.Easements will need to be prepared for the pipelines. The Coast Guard and EPA required plans mentioned previously will be prepareduponcompletionoffacilityconstruction. 11 Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering 7.0 CONSTRUCTION PLAN The Rural Energy Programs/AEA has a history of administering similar projectsona"modified"force-account basis.Force-account construction involves the owner or grantee acting as the general contractor and utilizing primarily locallabor.This method tends to achieve a higher percentage of local hire and is strongly supported by many communities and funding agencies.The highlytechnicalnatureofatankfarmprojectrequiresalimitednumberofworkerswith specific experience and expertise to be brought in for the project when notavailablelocally.All work must be supervised and managed by a superintendentwithextensiveexperienceintheconstructionofruralfuelfacilities.All specialtywork,such as pipe welding,electrical,and tank cleaning must be performed byskilledcraftsmenwithappropriatecertifications.An experienced construction manager will be required to coordinate the construction team and to overseeprocurementandprojectlogistics.The design engineer will provide qualitycontro!through communication with the construction manager and periodic on- site inspections. 7.1 Local!Job Skills A request was sent to the community for information regarding the availability ofspecialtyskilledlaborinOldHarbor.The following table summarizes theresults: Skilled Trades Number Available Heavy Equipment Operator Dump Truck Driver Heavy Equipment Mechanic Certified Welder Welder's Helper Journeyman Electrician Apprentice Electrician NILOjG2]CO}NY0)COIn addition to the specialty trades listed,there are a number of experiencedgenerallaborersandcarpentersavailable.It appears that a projectsuperintendent,two certified tank cleaners,one or possibly two certified welders,and a journeyman electrician will need to be brought into Old Harbor for thisproject.All other labor should be available locally. 7.2.Local Equipment a inventory was performed on local heavy equipment as listed in the followingtable: Unit Model #Serial #Comments 1975 5 yd Terex Loader 7251AA 61806 1983 12 yd Kenworth Dump Truck ANKWLNOX9D5310510 1969 16yd GMC Dump Truck Needs brakes 1999 8yd Ford Dump Truck F450 1992 Super K Back Hoe 580 JJGO169565 1980 Caterpillar Dozer D4 9DB942 1996 John Deere Grader 670 12 Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering The equipment was all in running condition at the time of the field investigation.An experienced fleet service mechanic should be sent to Old Harbor to gothroughalloftheequipmentwiththelocalmechanicsandensurethatitisallinproperoperatingconditionpriortobeginningconstruction.A large excavator willalsobeneededforpipelinetrenchingandtofacilitatepositioningthetanksinthedikes.It should be possible to rent an excavator in Kodiak or Homer and bring it in with the freight. 7.3.Material Sources The City has developed a gravel pit from blast tailings removed duringconstructionofthenewairstrip.It is located adjacent to the airstrip and appearstohaveavirtuallyunlimitedsupplyofgravel,ranging in size from rip-rap to fines.All such materials required for this project,including large rock for erosioncontrol,should be available by selective mining of the site.Screening may berequiredfortheselectcovermaterialtogoovertheliners.The City of OldHarborhascontrolofthesiteandiswillingtodonatethematerialfortheproject. 8.0 SCHEDULE Due to year round barge access and minimum ground freeze potential in OldHarbor,site work and pipeline excavation can begin as early as March.Thefollowingprojectschedulehasbeendevelopedonthisbasis:SEPOcTNOVDECJANFEBMARAPRMAYJUNJULPH.Il TASKS (2000) 95%DESIGN Xr REVIEW xx FINAL DESIGN xx PH.ili TASKS (2000) PERMITTING &ZONING x ORDER TANKS X--X ORDER REST OF MAT'LS X---X PIPELINES XwwennnmneeX, SITE WORK XamnaeeX MODIFY EXIST TANKS x-x PLACE ALL TANKS xX PIPING,DAY TANKS,ETC..X----X FENCE,ELECTRICAL,ETC.x PUNCH LIST COMPLETION XaeneX SPILL PLANS &CLOSE OUT X-X=<13 Old Harbor Bulk Fuel Consolidation &Upgrade October 9,2000 Preliminary Design Report Alaska Energy and Engineering 9.0 COST ESTIMATE Separate construction cost estimates were developed for the City portion(including the incidental work at the school)and the AVEC portion of facility.Theconstructioncostestimateshavebeendevelopedbasedona"modified"force- account approach utilizing a combination of local labor,certified craftsmen,andspecialtysub-contractors under the direction of an experienced superintendent.Labor rates are based on Title 36 equivalent wages for certified specialty labor and prevailing local force-account wage rates for general labor and equipment operation. 9.1 City Facility For cost estimation purposes,the scope of the City portion of this project includes 100%of the cost of the city tank farm,public easement site development,gasoline pipeline,marine fuel dispensing facility,gasolinedispensingfacility,and school tank installations.The City portion cost estimatealsoincludes56%of the cost of the diesel fuel pipeline,based on the City portion of total diesel fuel storage,and a proportionate share of all commonoverheaditemssuchasfreight,design,administration,permitting and construction management,based on the overall complexity and construction costoftheCityfacilities.The total City portion cost,including a 20%contingency,isestimatedtobe$802,736 which equates to a unit cost of $12.53 per gallon based on a net storage capacity of 64,080 gallons.The breakdown of the Cityfacilitycostsbyentitybasedupontheunitcostisasfollows: e City $852,059 63,000 gallons net capacity at $13.52 per gallon e School $14,607 1,080 gallons net capacity at $13.52 per gallon e Total $866,666 64,080 gallons net capacity 9.2 AVEC Facility For cost estimation purposes,the scope of the AVEC portion of this projectincludes100%of the cost of the AVEC tank farm and all associated site work, including development of the new access route.The AVEC portion cost estimatealsoincludes44%of the cost of the diesel fuel pipeline and the balance of all common overhead items such as freight,design,administration,permitting and construction management.The total AVEC portion cost,including a 20%contingency,is estimated to be $229,156 which equates to a unit cost of $6.38pergallonbasedonanetstoragecapacityof35,910 gallons. e AVEC $230,686 35,910 gallons net capacity at $6.42 per gallon 9.3 Total The total project cost,including all design,supervision,inspection,permitting,and a 20%contingency is estimated to be $1,097,352 which equates to a unitcostof$10.97 per gallon based on a net storage capacity of 99,990 gallons.The unit cost appears to be relatively high.This is due in part to low storagecapacityforthe4monthfillintervalsasopposedtoafullyear's capacity.Also,the facility has very long pipelines for the relatively small storage capacity. e Total $1,097,352 99,990 gallons net capacity at $10.97 per gallon 14 APPENDIX A PRELIMINARY DESIGN DRAWINGS 1 SEE PIPELINE ROUTINGisLaPLANSHEETM2FORALL&WORK THIS AREA/ ABANDONED OLD HARBOR FUEL CO.FACILITY EXISTING 12,000 GALLON CITY BULK STORAGE AND TRANSFER TANK 2750'LONG ARSTRIP 'NY 7f7 REDUCED PLOT -1/2 SCALE PRELIMINARY -NOT FOR CONSTRUCTION State of AlaskakePeporyentofCommunityandEconomic Development*R AIDEA/AEAZip333W.4th Avenue,Suite 313 SALASISAxkAnchorage,Aloska 99501-2341 PROVECT:OLD HARBOR BULK FUEL STORAGE CONSOLIDATION &UPGRADE TITLE: OVERALL COMMUNITY SITE PLAN ALASKA ENERGY AND ENGINEERING,INC P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 DRAWN 8Y:J SCALE:1°=400°FILE NAME:OLDHBFM1 SHEET:or DESIGNED BY:BCG DATE:10/9/00 PROJECT NUMBER:99-07-9643 M 1 7 -_-_--_-__- MATCH LINE-SEE- | 2/M2 FOR CONTINUATION 3°GAS &DIESEL FLL PIPELINES SUPPORTED FROM DOCK STRUCTURE (1 PIPELINE ROUTING PLAN Na -GRINNELL FIGURE 262,TYP SUPPORTS AT 10°J ._- ON_CENTER MAX Po oO'"1@).GENERAL NOTES: 1)ALL PIPING SHOWN IS NEW UNLESS SPECIFICALLY INDICATED ASI|[||EXISTING.ALL INTERMEDIATE TANKS ARE NEW. 7 2)GURY ALL FILL AND DISTRIBUTION PIPELINES EXCEPT WHERE 412°?"Lone _/SPECIFICALLY INDICATED AS ABOVE GRADE,SEE DETAL 4/M2. TED TIMBER ROUTE PIPELINES WTHIN ROAD RIGHT OF WAYS TO THE MAXIMUM EXTENT POSSIBLE EXCEPT AS INDICATED.FILL (3\ABOVE GRADE PIPING SUPPORT SECTIONS OF ROAD AS REQUIRED TO MAINTAIN 3°MIN FILL M NO SCALE OVER PIPES. 3)LOCATE ALL EXISTING UNDERGROUND UTIUTES INTHE VICINITYPRIORTOBEGINNINGEXCAVATION.COORDINATE.ROADGRADEyomTAPECLOSURESWITHTHECITYOFFICE. s x |ee J |TE rr ae rr -TIT 4)INSTALL ABOVE GRADE PIPINGON TREATED TIMBER SLEEPERS ;. - -WI cast a :eat vate 710 AT 10°ON CENTER MAX,SEE DETAIL 3/W2. /\MATCH UNE-SEE 1/M2 FORCONTINUATION || NEW CITY TANK FARM,AVEC TANK FARM, &MARINE DIPENSING FACKITY SITES - SEE SHEET M3 FOR ENLARGED AREA SITE PLAN is SPECIFIC NOTES: (11>179 ANODE,ONE PER EACH PIPELINE.SEE DETAIL 4/M2 FORINSTALLATION. =)packet=||\-EXCAVATEDiosMATERIAL,90%|COMPACTION,MIN (>ROUTE PIPELINE BETWEEN EXISTING SEWER AND WATER MANS.mH=11 J y MN ANODE (CD INSTALL ANODE THEN RISE UP ABOVE GRADE TO DIELECTRIC 5°MAX FLANGE AND CONNECT TO ABOVE GRADE PIPING,TYP(2). (4.5 BURIED PIPE &CONDUIT INSTALLATION Ne CADWELD LEAD WIRE TO PIPE REDUCED PLOT -1/2 SCALE PRELIMINARY -NOT FOR CONSTRUCTION State of AlaskaDeparyentofCommunityondEconomic Development*a AIDEA/AEAauralEnergyGrouppri[N ,aFural Enetgy Group,7 ALASKA *Anchorage,Alaska 99501-2341 ie n"BURIED MARINE ISPENSING PIPELINE PRONECT:OLD HARBOR BULK FUEL STORAGE CONSOLIDATION &UPGRADE2MARINEFUELDISPENSER TITLE: PIPELINE ROUTING PLAN,GENERAL NOTES,&DETAILS (2 PIPELINE ROUTING PLAN,CONTINUED ALASKA ENERGY AND ENGINEERING,INC P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 Ny ORAWN GY:i)SCALE:AS INDICATED FILE NAME:OLDHBFM2 SHEET: DESIGNED BY:BCG DATE:10/9/00 PROJECT NUMBER:99-Q7 -9643 M2 -_-,ee TRANSFER REMAINING FUEL ANO REMOVE - 10,000 GALLON TANKS FROM EXISTING DIKE. MODIFY AND REINSTALL IN NEW AVEC DIKE =f AS SHOWN ON DIKE/PIPING PLAN 1/M6.| DRAN,PURGE,&DEMOUSH ALL EXISTING 1 1 6°HIGH CHAIN LINK FENCE |INSTALLED THIS PROJECT,TYP ;PIPING,TURN OVER TO AVEC FOR REUSE |AND/OR DISPOSAL 1 ;|A.x - t i 1 |soscame|RELOCATED BUNKHOUSE ---/RELOCATE.EXISTING RELOCATE SANDBAG DIKE.AND|BUNKHOUSE ANCHOR AS ee eaASSHOWNONNEWSHOWNONFARMAREANEWAVECSTAGING/STORAGE !SITE PLAN 1/M3 1/u3 aeAREAPADCONSTRUCTEDINA ' OLD TANK FARM LOCATION |L BURIED 2”DISTRIBUTION 'A : PIPELINE TO POWER PLANT || \|;EXISTING AVEC PROPERTY LINE,TYP ---=+ SEE SHEET M5 FOR ALL GRADING THIS AREA "a"--(2\AVEC AREA DEMOLITION PLANXMS)Pe20 |tN |:ilbnEEESEE t ! I 1 i] i) t i) '' tSETTHISPROJECT,TYP(3)|I q ESHERMANS WAREHOUSE |;REDUCED PLOT -1/2 SCALE . BURIED 3°DIESEL sa)MARNE HEADER PRELIMINARY -NOT FOR CONSTRUCTION i] tBURIED3°GASOUNE ' Oe rae TO MARINE te Deporigent of Comment tan Eeonomic Developmentjo-*=AIDEA/AEA--ural Ener rouedettIBYgs3nasdoar,te 213,OES Lath SRO r PROMECT:OLD HARBOR BULK FUEL STORAGE i]CONSOLIDATION &UPGRADETrianI|I|I|I||,|[|[|[|[|[|[||||||ii|me AVEC AREA DEMOLITION PLAN &CITY/AVEC/ MARINE DISPENSING ENLARGED SITE PLAN;F3\3aory\-OT ee ALASKA ENERGY AND ENGINEERING,INC \CITY/AVEC/MARINE DISPENSING ENLARGED SITE PLAN 0.BOX 111808 ANCHORAGE,MASA 99511-1405 PHONE (907)$49-0100 JJ V=20"DRAWN BY:JID SOME:AS woncaTeD |FILE NAME:OL DHBFM3 SHEET: OF DESIGNED BY:BCG DATE:10/9/00 PROVECT NUMBER:99-07-9643 M3 82° CONTOURS THIS AREA SHOWN er” AFTER DEMOLITIONOFEXISTINGDIKE = NEW STAGING AREA PAD TOP OF SKID SEE 1/MS FOR CONTINUATION >AVEC AREA GRADING PLAN4)"=10" 4°GEOGRID WITH GRAVEL INFILL OVER UNER &GEOTEXTWE ON INSIDE OF DIKE SLOPE DIKE MEMBRANE LINER it iil |=U FH =U ==i=II|TWt=H II Til =iSSSAVECDIKESECTION>1"=s' REDUCED PLOT -1/2 SCALE PRELIMINARY -NOT FOR CONSTRUCTION *iibyam *_ State of AlaskaDeportgentofCommunityandEconomic DevelopmentAIDEA/AEARuralEnergyGroup ALASKA333W.4th Avenue,Suite 313 Se ENERGY AUTHORITYAnchorage,Alaska 99501-2341 PROVEST:OLD HARBOR BULK FUEL STORAGE CONSOLIDATION &UPGRADE TITLE: AVEC AREA GRADING PLAN &SECTION P.O.BOX 111405 ALASKA ENERGY AND ENGINEERING,INC ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 ORAWN BY:sm SCME:AS worcaTeD |FILE NAVE:OL DHBFM4 SHEET: DESIGNED oF BY:BCG DATE:10/9/00 PROJECT NUMBER:GQ-07-9643 M4 7 NG \\h a SLOPE,TO EXISTING ;.or oS | Vv.Y aaa ae 82.01 a oN a \ °__Ls YK /\ ------7 __a _.___7 '\ 144° ,\ /|Tr ne ae we m CITY TANK FARM &TURN-AROUND AREA GRADING PLAN3/1"=10° DIKE MEMBRANE UNER 4°GEOGRIO WITH GRAVEL DRAINAGE OITCH TO CATCH DIKE MEMIBRANE LINER " WITH NON-WOVEN GEOTEXTILE INFILL OVER UNER &GEOTEXTILE ub oF 8"GEOGRIO WITH GRAVEL TOP OF 8x8 TINGER ABOVE AND BELOW ON INSIDE OF DIKE SLOPE AND RUNOFFFROMABOVE -SLOPE WITH NON-WOVEN GEOTEXTILE INFILL OVER UNER ON LEVEL©B1.5'ACROSSONOUTSIDESLOPESASINDICATEDTOORAINTOEASTSIDEOFDIKE/ABOVEANDBELOW INSIDE OF 8x8 TIMBERS FRONT ENTRANCE4°MIN,GRAVELOVERUNER,TYP ra m0rrrar ea [EL.82.0° a 790°a .a/R ESSE 2aSSSFeaeemerReAeeedBeeegedgeteeweededDeededdtENEESEESSUSIEIEEeeeTtetIEEEEVEEEEEENENENETENEEETEITIETEeueves0a[=I]=|HI =I 11 1 [II |eeveaos ASHIHIEtIE "CITY TANK FARM SECTIONSJVas REDUCED PLOT -1/2 SCALE PRELIMINARY -NOT FOR CONSTRUCTION State of Alaska .te Deroy of Community and Economic Development*AIDEA/AEAZin.Rural Energy Group =ALASKA *333 W.4th Avenue,Suite 313 @mp ENEAGY AUTHORITY*Anchorage,Alaska 99501-2341 PROJECT:OLD HARBOR BULK FUEL STORAGE CONSOLIDATION &UPGRADE TITLE:CITY TANK FARM &TURNAROUND AREA GRADING PLAN AND SECTION ALASKA ENERGY AND ENGINEERING,INC P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 DRAWN BY:UTD SCALE:AS INDICATED.|FILE NAME:CQ)DHBFMS SHEET:or DESIGNED BY:BCG ATE:=:10/9/00 PROJECT NUMBER:99-07-9643 M5 7 i Y la TANK Jat TANK ie 1.AN A T=11"6x27'-4PooetsOQ0teh10OCTpis?©: DIESEL FUEL DIESEL FUEL ] TANK #A2 mes __TAK A 7-11'6x28'-0edeCOTeit"ea8'-01 O 0 ©fea 0 O 10,300 une Oo10,300 GALLONS p>OIESEL FUEL nese ue Sen )= A A 3°DIESEL FILL PIPELINE TO CITY TANK FARM "T\AVEC TANK FARM DIKE/PIPING PLANM6/1"=5' '3°ABOVE GROUND DIESEL FILL PIPELINE TO AVEC TANK FARM 2°¢2 DIESEL PIPELINE TO MARINE DISPENSER 3°_GASOUINE FILL PIPELINE TO MARINE HEADERS._3°DIESEL FILL PIPELINE TO MARINE HEADER es "#1 OWESEL BULK TRANSFER PIPELINELow 2°GASOUNE BULK TRANSFER PIPELINE {2°#2 DIESEL BULK TRANSFER PIPELINE "2\CITY TANK FARM &BULK TRANSFER AREA DIKE/PIPING PLAN GENERAL_NOTES: 1.THE NET DRE CAPACITY OF THE CITY TANK FARM IS 58,700 GALLONS-THE VOLUME OF THE LARGEST TANK PLUS 14.5"FREEBOARD FOR PRECIPITATION. 2.THE NET DIKE CAPACITY OF THE CITY BULK TRANSFER CONTAINMENTAREAIS11,800 GALLONS THE VOLUME OF THE LARGEST LOCALTANKVEHICLEPLUS12°FREEBOARD FOR PRECIPITATION. 3.THE NET O(KE CAPACITY OF THE AVEC TANK FARM IS 24,900 GALLONS-THE VOLUME OF THE LARGEST TANK PLUS 12°FREEBOARD FOR PRECIPITATION. 4.ALL NEW WELDED STEEL TANKS WILL BE MANUFACTURED &LABELED INACCORDANCEWITHULSTANDARD142. 5.ALL TANKS WILL BE EQUIPPED WITH STEEL SADOLE AND SKIDFOUNDATIONSANDOWILLBEINSTALLEDON4x12TREATEDTIMBER MUDSILLS. 6.DIKE DRAINAGE IS BY PORTABLE PUMP LOCATED OUTSIDE OF DIKE WiTHSUCTIONANDDISCHARGEHOSES. 7,PROVIDE PRODUCT IDENTIFICATION LABELS AND TANK NUMBERS ON ALL TANKS, 8.PROVIDE UNIQUE KEYED-ALIKE BRASS PADLOCKS ON ALL VALVES FOR EACH OWNER. PUMP SCHEDULE DESIGNATION FUNCTION STYLE MOTOR TP-1 THRU S |BULK TRANSFER |SUBMERSIBLE }3/4HP,230V TANK SCHEDULE (CAPACITY IN GALLONS) TANK #NEW {|PREVIOUS|TANK SIZE |CATEGORY|TYPE |#1 DIESEL]$2 DIESEL)GASOUNEOWNER{OWNER GROSS |GROSS |GROSSai]CITY CITY.2,000 |REFURB.|BULK 12,000C2ACITY2,000}NEW |BULK|12,000C2BCITY5,000]NEW |BULK 15,000C3CITY7,000[NEW 7 BULK 27,000 CITY STORAGE TOTAL 12,000]39,000}15,000 Al AVEC AVEC 0,300 |REFURB.|BULK 40,300A2AVECAVEC0,300 |REFURB.|BULK 10,300ASAVECAVEC0,300 |REFURB.|BULK 10,300A4AVEC.AVEC 9,000 LREFURB.|BULK 9,000 AVEC STORAGE TOTAL 39,900 RS1 Ley”|I 4,000]NEWT pisp 4,000 GASOUNE RETA SALES TOTAL 4,000 $1 [SCHOOL]|600 |NEW_[BULK 600 $2 [SCHOOL "J |600 NEW|BULK 600 SCHOOL STORAGE TOTAL 1,200 PROJECT TOTAL GROSS STORAGE CAPACITY 111,100 PROJECT TOTAL NET STORAGE CAPACITY (90%OF GROSS)100,000\. x L \LAYJzZv4 mS +t Zz £ 1 _/[I af&: 4 ns a, ;KO=S an OanaS|Ee 600 O Ooo Sak Bae SiR)Le ee3|IP ad een en enTANK#C2A Ip-¢TANK $028 8 ps nae1'ex17'L 1'e2r'L ae ten ena12,000 GALLONS 15,000 GALLONS *Va i an#1 DESEL FUEL GASOUNE Cov A tTL_---_\\//__/er ae=WN > Q DOUBLE WALL TANK12,000 GAL.TANK : #2 DESEL FUELHeongBS10'-0"8x.21°L --<]>W-<[>oa °27,000 GALLONS @ Oo °?of fos,re #2 OESEL FUEL "8 e7LjOCVA.5 v aS wes REDUCED PLOT -1/2 SCALE PRELIMINARY -NOT FOR CONSTRUCTION State of Alaska .de Deport of Community and Economic DevelopmentxAIDEA/AEA Anchorage,Alaska 99501 2341 Rural Energy Grouppy.333 W.4th aver,Suite 313 TEeALASKIAxx A PROJECT:OLD HARBOR BULK FUEL STORAGE CONSOLIDATION &UPGRADE me CITY &AVEC TANK FARM DIKE/PIPING PLANS, PUMP SCHEDULE,&TANK SCHEDULE ALASKA ENERGY AND ENGINEERING,INC P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 ORAWN BY:JID SCALE:AS IOKCATED |FILE NAME:QE OLIBFMG SHEET: DESIGNED BY:BCG DATE:10/9/00 PROJECT NUMBER:9907-9643 M 6 4,000 GALLON DOUBLE WALL FIRE PROTECTED SKID MOUNTED DISPENSING TANK AND DISPENSER x 70 TANK FARM/OLD TOWN \ee SF "1-\GASOLINE DISPENSING AREA ENLARGED SITE PLAN ELDERBERRYSTREETNEW 600 GALLON DOUBLE WALL TANK 2°BURIED DISTRIBUTION PIPELINE TO MAIN SCHOOL BUILDING BOILER ROOM EXISTING 3,000 GALLON UST TO BE ABANDONED EXISTING 3,000 GALLON UST Oo )Loy p/vv so euoreoue wa ww -/ <<- (2\SCHOOL AREA ENLARGED SITE PLAN a -_ EXISTING CHAIN ' UNK FENCE / i NEW PACKAGED DAY TANK /WN BOILER ROOM 2"BURIED DISTRIBUTION / PIPELINE TO MULTI- PURPOSE BUILDING /MECHANICAL ROOM Na M7)1*=20" * x State of AlaskaDepartgentofCommunityandEconomic DevelopmentAIDEA/AEAEnergyGroup oa ** a Rural4iew333W.4th Avenue,Suite 313 SALASISA x Anchorage,Alosko 99501-2341 KA PROJECT:OLD HARBOR BULK FUEL STORAGE CONSOLIDATION &UPGRADE me:GASOLINE DISPENSING AND SCHOOL AREA ENLARGED SITE PLANS P.Q.BOX 111405 ALASKA ENERGY AND ENGINEERING,INC ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 ORAWN BY:wm SCALE:AS INDICATED FILE NAME:OLOHBFM7 DESIGNEDBY:BCG pate:10/9/00 PROJECT NUNBER:99-Q7-9643 SHEET: M7 APPENDIX B CONSTRUCTION COST ESTIMATE ALASKA ENERGY AND OLD HARBOR BULK FUEL CONSULIDAIION UPURAUE VULUULIN 9,cuvY ENGINEERING CITY -COST ESTIMATE SUMMARY PRELIMINARY DESIGN REPORT 1.FOUNDATION,DIKE,&SITE $43,080 2.TANKS $106,210 3.PIPING SYSTEM $142,240 4.PUMPS,DISPENSER,POWER,CONTROLS,ETC.$55,060 5.MISCELLANEOUS $28,245 6.OVERHEAD $123,900 7.FREIGHT $63,487 8.CONSTRUCTION SUB-TOTAL $562,221 9.DESIGN AND CONSTRUCTION ADMIN.$80,000 10.CONSTRUCTION MANAGEMENT $80,000 11.PROJECT SUB-TOTAL $722,221 12.CONTINGENCY $144,444 20 % 13.TOTAL PROJECT COST $866,666 14.TOTAL STORAGE CAPACITY 71,200 GAL.GROSS CAPACITY 64,080 GAL.NET CAPAC.(90%OF GROSS) 15.COST PER GALLON OF NET CAPACITY $13.52 16.PROJECT COST PER PARTICIPANT CITY $852,059]98.3%63,000 GAL.NET CAPACITY SCHOOL $14,607]1.7%1,080 GAL.NET CAPACITY B-1 ALASKA ENERGY AND OLD HARBOR BULK FUEL CONSOLIDATION UPGRADE OCTOBER 9,2000 ENGINEERING CITY -CONSTRUCTION COST ESTIMATE PRELIMINARY DESIGN REPORT ITEM QUAN |UNIT}UNIT MATL |UNIT}LAB |LAB|LABOR |CONTR |FREIGHT}TOTAL |UNIT!}TOTALCOSTCOST|HRS|HRS |RATE}|COST COST COST .COST WT |WT(#) FOUNDATION,DIKE,&SITE Clear &Prep Site 1]lump $0 $0 40 40|$45 $1,800 $1,800 0 Gravel 1,900|cu.yd}$1.50 $2,850 |0.125 238}$45]$10,688 $13,538 0 Select Gravel (Top Cover Only)150|cu.yd}$1.50 $225 |0.500 75}$45 $3,375 $3,600 0 Dike Membrane Liner 6,500]sq.ft.$1.25 $8,125 }0.005 33|$45 $1,463 $9,588 |0.17 1105 Non-Woven Geotextile (Dike)13,000]sq.ft.$0.07 $910 |0.002 26]$45 $1,170 $2,080 7 0.08 1040 Woven Geotextile (Pad)0|sq.ft.|$0.05 $0 |0.004 O|$45 $0 $07 0.04 0 8"Cellular Confinement 400]sq.ft.$1.25 $500 |0.01 4|$45 $180 $680 |0.50 200 4"Cellular Confinement 3,100]sq.ft.$0.80 $2,480 |0.01 31]$45 $1,395 $3,875 |0.35 1085 6'Chain-Link Fence 440}lin.ft.$9 $3,960 }0.20 88]$45 $3,960 $7,920 |15.00 6600 TANKS Drain/Clean/Purge Exist Tanks 6{ea.$100 $600 20 120|$60 $7,200 $7,800 0 Demolish/Dispose Old Tanks 6}ea.$0 $0 20 120|$45 $5,400 $5,400 0 27,000 Gal Single Wall Tank 2}ea |$27,000}$54,000 0 0}$45 $0 $54,000 ]27000]54000 4,000 Fire Rated Tank 1]ea |$14,000}$14,000 0 0;$45 $0 $14,000 118000 18000 600 Gallon Double Wall Tank 2|ea $2,000 $4,000 0 0;$45 $0 $4,000 |1000 2000 New Day Tanks 1]ea $4,000 $4,000 40 40|$45 $1,800 $5,800 |300 300 Emergency Vents 5|ea $300 $1,500 2 10|$45 $450 $1,950 75 375 Pressure/Vacuum/Whistle Vents 4]ea $300 $1,200 1 4|$45 $180 $1,380 20 80 Clock Type Gauges 4|ea $300 $1,200 1 4|$45 $180 $1,380 20 80 4x12 Treated Timber Mudsills 600}lin.ft.$4.00 $2,400 |0.10 60|$45 $2,700 $5,100 13 7800 Place Tanks in Dike 3]ea $0 $0 20 60|$45 $2,700 $2,700 0 Place Remote Tanks 3]ea $0 $0 20 60}$45 $2,700 $2,700 0 PIPING SYSTEM Demolish Old Piping 1}lump $0 $0 40 40}$45 $1,800 $1,800 0 3"Sch 80 Welded Buried 4,836]lin.ft.$7.00 $33,852 |0.25 1209]$45|$54,405 $88,257 10 48360 3"Sch 80 Welded Above Grade O|lin.ft.|$3.50 $0 |0.15 0}$45 $0 $0 10 0 3"Sch 40 Welded Above Grade 585}lin.ft.$4.60 $2,691 |0.12 70)$45 $3,159 $5,850 8 4680 2"Sch 80 Welded Buried 540}lin.ft.$4.50 $2,430 |0.20 108]$45 $4,860 $7,290 5 2700 2"Sch 80 Welded Above Grade 320|lin.ft.$3.50 $1,120 |0.10 32|$45 $1,440 $2,560 5 1600 Sandblast Piping 700]sq.ft.$0.50 $350 |0.03 21}$45 $945 $1,295 5 3500 Paint Piping 700}sq.ft.$0.60 $420 |0.05 35,$45 $1,575 $1,995 |0.20 140 4x12 Treated Timber Sleepers 10}lin.ft.$4.00 $40 |0.10 1]$45 $45 $85 13 130 3"Pipe Straps 10}ea $3.00 $30 |0.10 1|_$45 $45 $75 |1.60 16 2”Pipe Straps 10}ea $1.75 $18 |0.10 1}$45 $45 $63 |0.60 6 ALASKA ENERGY AND OLD HARBOR BULK FUEL CONSOLIDATION UPGRADE OCTOBER 9,2000 ENGINEERING CITY -CONSTRUCTION COST ESTIMATE PRELIMINARY DESIGN REPORT ITEM QUAN |UNIT]UNIT MATL |UNIT}LAB |LAB}LABOR |CONTR |FREIGHT]TOTAL |UNIT|TOTALCOSTCOST|HRS}HRS j{RATE|COST COST COST COST WT |WT(#) Misc Strut &Pipe Clamps 1}lump |$1,000 $1,000 40 40}$45 $1,800 $2,800 |400 400 Flexible Connectors 20|ea $100 $2,000 1 20]$45 $900 $2,900 10 200 Manifold &Dispensing Fittings 4}lump |$2,500 $2,500 |}150 150]$45 $6,750 $9,250 |2000 2000 3"Flanged Gate Valves 2|ea $350 $700 2 4}$45 $180 $880 50 100 3"Flanged Check Valves 5]ea $250 $1,250 2 10)$45 $450 $1,700 50 250 3"Flanged Ball Valves 5)ea $300 $1,500 2 10]$45 $450 $1,950 50 250 2"Flanged Check Valves 3|ea $175 $525 2 6|$45 $270 $795 30 90 2"Flanged Ball Valves 6]ea $200 $1,200 1 6|$45 $270 $1,470 30 180 1-1/2"Flanged Bal!Valves 6|ea $150 $900 1 6|$45 $270 $1,170 20 120 1"Flanged Ball Valves 4]ea $100 $400 1 4|$45 $180 $580 15 60 Misc Threaded Ball Valves 1}lump $500 $500 10 10|$45 .$450 $950 |100 100 2"Solenoid Valves 1]ea $600 $600 2 2|$45 $90 $690 30 30 2"Strainers 3|ea $250 $750 1 3]$45 $135 $885 50 150 2"Pressure Relief Valves 4)ea $200 $800 2 8]$45 $360 $1,160 20 80 1"Pressure Relief Valves 4|ea $150 $600 2 8]$45 $360 $960 10 40 2"Backpressure Valves 6]ea $100 $600 2 12|$45 $540 $1,140 10 60 1-1/2"Shear/Fusible Valves 1}ea $80 $80 2 2|$45 $90 $170 10 10 2"Fill Limiters 4|ea $700 $2,800 4 16]$45 $720 $3,520 20 80 PUMPS,DISPENSER,POWER,CONTROLS,ETC. 3/4 HP Submersible Pumps 6]ea 3900 $5,400 6 36}$60 $2,160 $7,560 |100 600 Custody Transfer Meter &Printer 1]ea |$2,600 $2,600 20 20|$45 $900 $3,500 |100 100 Single Product Dispnser 1]ea $5,000 $5,000 30 30|$60 $1,800 $6,800 |400 400 Pump Control Panel 1}ea $5,000 $5,000 ;100 100}$60 $6,000 $11,000 100 100 High/Low Level Switches 1}ea $900 $900 5 5|$60 $300 $1,200 50 50 Meter Base &Panel Board 1}lump |$1,000 $1,000 60 60}$60 $3,600 $4,600 |200 200 Area Lighting 1t lump |$1,000 $1,000 40 40}$60 $2,400 $3,400 {300 300 Conduit,Conductors,&Devices 1}lump |$5,000 $5,000 |200 200}$60}$12,000 $17,000 }2000 2000 MISCELLANEOUS Concrete 4|cu.yd.$80 $320 5 20}$45 $900 $1,220 |600 2400 Misc.Steel (Shelters,Stairs..)1}lump |$4,000 $4,000 |200 200|$45 $9,000 $13,000 }5000 5000 Form Lumber,Lags,Nails,Etc 1]lump $250 $250 40 40)$45 $1,800 $2,050 |1000 1000 Portable Dike Drainage Pump 1]ea $500 $500 0 0}$45 $0 $500 |100 100 Warning and Identification Signs 1|lump {$1,200 $1,200 15 15|$45 $675 $1,875 |100 100 Spill Response Supplies 1}lump |$1,600 $1,600 0 O|$45 $0 $1,600 |600 600 Misc Hardware 1}lump |$2,000 $2,000 0 O}$45 $0 $2,000 |500 500 ALASKA ENERGY AND OLD HARBOR BULK FUEL CONSOLIDATION UPGRADE OCTOBER 9,2000 ENGINEERING CITY -CONSTRUCTION COST ESTIMATE PRELIMINARY DESIGN REPORT ITEM QUAN |UNIT]UNIT MATL |UNIT|LAB |LAB]LABOR |CONTR |FREIGHT|TOTAL |UNIT}TOTALCOSTCOST|HRS]|HRS |RATE}COST COST COST COST WT |WT(#) Misc Tools &Safety Gear 1|lump {$2,000 $2,000 0 0}$45 $0 $2,000 |500 500 Welding Rod,Gases,Etc.1|lump |$4,000 $4,000 0 0}$45 $0 $4,000 |2000 2000 OVERHEAD Audit Grants 1]lump $4,000 $4,000 0 ROW Legal Work 1|lump $15,000 $15,000 0 Insurance 1}lump $20,000 $20,000 0 Repair Local Heavy Equip 1]lump |$5,000 $5,000 |100 100}$45 $4,500 |$10,000 $19,500 0 Rent/Mobilize Heavy Equip 1]lump $20,000 $20,000 0 Welder/Compr/Misc Tool Rent 1]lump $10,000 $10,000 0 Commission System &Training 30]hr 1 30}$60 $1,800 $1,800 0 Superintendent Overhd Off-Site 80]hr 1 80;$60 $4,800 $4,800 0 Superintendent Overhd On-Site 80}hr 1 80}$60 $4,800 $4,800 0 Crew Travel Time 80]hr 1 80]$60 $4,800 $4,800 0 Crew Airfares 8]trips $4,800 $4,800 0 Crew Per Diem 200}mn.dy.$8,400 $8,400 0 Housing Rent 4{mo.|$6,000 $6,000 0 FREIGHT 173,947 Truck Freight Anch-Homer 173947 ||b.$0.05 $8,697 Barge Frt Homer-Old Harbor 173947 ||b.$0.20 $34,789 Tool Mob &Demob (Air)1|ea.|$10,000 $10,000 Misc Small Frt &Gold Streaks 1 |lump |$10,000 $10,000 CONSTRUCTION SUB-TOTAL $208,376 3,983 $192,159 |$98,200 |$63,487 $562,221 Engineering (Design &CCA)1]lump $80,000 Construction Management 1}lump $80,000 PROJECT SUB-TOTAL $208,376 $192,159 |$258,200 |$63,487}$722,221 Contingency 20(%|$144,444 }TOTAL PROJECT COST $866,666 ALASKA ENERGY AND OLD HARBOR BULK FUEL CONSOLIDATION UPGRADE OCTOBER 9,2000 ENGINEERING AVEC -COST ESTIMATE SUMMARY PRELIMINARY DESIGN REPORT 1.FOUNDATION,DIKE,&SITE $39,339 2.TANKS $19,970 3.PIPING SYSTEM $44,504 4.PUMPS,DISPENSER,POWER,CONTROLS,ETC.$3,900 5.MISCELLANEOUS $9,330 6.OVERHEAD $17,260 7,FREIGHT $17,936 8.CONSTRUCTION SUB-TOTAL $152,238 9.DESIGN AND CONSTRUCTION ADMIN.$20,000 10.CONSTRUCTION MANAGEMENT $20,000 11.PROJECT SUB-TOTAL $192,238 12.CONTINGENCY $38,448 20 % 13.TOTAL PROJECT COST $230,686 14.TOTAL STORAGE CAPACITY 39,900 GAL.GROSS CAPACITY 35,910 GAL.NET CAPAC.(90%OF GROSS) 415.COST PER GALLON OF NET CAPACITY $6.42 16.PROJECT COST PER PARTICIPANT AVEC $230,686]100.0%35,910 GAL.NET CAPACITY B-5 ALASKA ENERGY AND OLD HARBOR BULK FUEL CONSOLIDATION UPGRADE OCTOBER 9,2000 ENGINEERING AVEC -CONSTRUCTION COST ESTIMATE PRELIMINARY DESIGN REPORT ITEM QUAN |UNIT}UNIT MATL |UNIT|LAB |LAB|LABOR |CONTR |FREIGHT}TOTAL [|UNIT|TOTALCOSTCOST|HRS|HRS |RATE]COST COST COST COST WT }WT(#) FOUNDATION,DIKE,&SITE Clear,Demolish,&Prep Site 4}lump $0 $0}100 100}$45 $4,500 $4,500 0 Gravel 1,500|cu.yd|$1.50 $2,250 |0.125 188]$45 $8,438 $10,688 0 Select Gravel (Top Cover Only)150|cu.yd}$1.50 $225 |0.500 75|$45 $3,375 $3,600 0 Dike Membrane Liner 3,800}sa.ft.$1.25 $4,750 |}0.005 19]$45 $855 $5,605 |0.17 646 Non-Woven Geotextile (Dike)7,600]sq.ft.$0.07 $532 |0.002 15}$45 $684 $1,216 |0.08 608 4"Cellular Confinement 2,200}sa.ft.$0.80 $1,760}0.01 22|$45 $990 $2,750 |0.35 770 6'Chain-Link Fence 610}lin.ft.$9 $5,490 |0.20 122|$45 $5,490 $10,980 |15.00 9150 TANKS Drain/Clean/Purge Exist Tanks 4|ea.$100 $400 20 80|$60 $4,800 $5,200 0 Inspect Exist Tanks for Reuse 4]ea.$0 $0 5 20|$60 $1,200 $1,200 0 Paint Exist Tanks (Touch Up)200!sq.ft.$0.60 $120 |0.05 10}$45 $450 $570 |0.20 40 Weld Connect on Exist Tanks 12}ea $50 $600 2 24|$45 $1,080 $1,680 20 240 Emergency Vents 4|ea $300 $1,200 2 8}$45 $360 $1,560 75 300 Pressure/Vacuum/Whistle Vents 4|ea $300 $1,200 1 4|$45 $180 $1,380 20 80 Clock Type Gauges 4|ea $300 $1,200 1 4|$45 $180 $1,380 20 80 4x12 Treated Timber Mudsills 400}lin.ft.$4.00 $1,600 |0.10 40}$45 $1,800 $3,400 13 5200 Place Tanks in Dike 4]ea $0 $0 20 80}$45 $3,600 $3,600 0 PIPING SYSTEM Demolish Old Piping 1]lump $0 $0 40 40|$45 $1,800 $1,800 0 3"Sch 80 Welded Buried 1,364|lin.ft.$7.00 $9,548 |0.25 341]$45 |$15,345 $24 893 10 13640 3"Sch 80 Welded Above Grade 215}lin.ft.$3.50 $753 |0.15 32|$45 $1,451 $2,204 10 2150 3"Sch 40 Welded Above Grade O}lin.ft.$4.60 $0 |0.12 0]$45 $0 $0 8 0 2"Sch 80 Welded Buried 50]lin.ft.$4.50 $225 |0.20 10}$45 $450 $675 5 250 2"Sch 80 Welded Above Grade 50]lin.ft.$3.50 $175 |0.10 5|$45 $225 $400 5 250 Sandblast Piping 400]sq.ft.$0.50 $200 |0.03 12|$45 $540 $740 5 2000 Paint Piping 400]sq.ft.$0.60 $240 |0.05 20;$45 $900 $1,140 |0.20 80 4x12 Treated Timber Sleepers 60]lin.ft.$4.00 $240 |0.10 6|$45 $270 $510 13 780 3"Pipe Straps 20]ea $3.00 $60 |0.10 2|$45 $90 $150 |1.60 32 2"Pipe Straps 10]ea $1.75 $18}0.10 1}$45 $45 $63 |0.60 6 Misc Strut &Pipe Clamps 1}lump $750 $750 20 20}$45 $900 $1,650 |400 400 Flexible Connectors 8)ea $75 $600 1 8}$45 $360 $960 10 80 Manifold Fittings 1}lump $800 $800 80 80}$45 $3,600 $4,400 500 500 3"Flanged Check Valves 2|ea $250 $500 2 4|$45 $180 $680 50 100 3"Flanged Ball Vaives 5]ea $300 $1,500 2 10|$45 $450 $1,950 50 250 ALASKA ENERGY AND OLD HARBOR BULK FUEL CONSOLIDATION UPGRADE OCTOBER 9,2000 ENGINEERING AVEC -CONSTRUCTION COST ESTIMATE PRELIMINARY DESIGN REPORT ITEM QUAN |UNIT]UNIT MATL {UNIT}LAB |LAB|LABOR |CONTR |FREIGHT}TOTAL |UNIT}TOTALCOSTCOST|HRS}HRS {RATE}COST COST COST COST WT |WT(#) 2"Flanged Baill Valves 1|ea $200 $200 1 1]$45 $45 $245 30 30 1"Flanged Ball Valves 4|ea $100 $400 1 4|345 $180 $580 15 60 Misc Threaded Ball Valves 1]lump $100 $100 2 2|$45 $90 $190 20 20 2"Solenoid Valves 1)ea $600 $600 2 2|$45 $90 $690 30 30 2"Strainers 1}ea $250 $250 1 1|$45 $45 $295 50 50 2"Pressure Relief Valves 1]ea $200 $200 2 2|$45 $90 $290 20 20 PUMPS,DISPENSER,POWER,CONTROLS,ETC New Anchor Pole 1|ea $500 $500 10 10}$60 $600 $1,100 |500 500 Conduit,Conductors,&Devices 1}lump |$1,000 $1,000 30 30]$60 $1,800 $2,800 |300 300 MISCELLANEOUS Concrete 1|cu.yd $80 $80 5 5|$45 $225 $305]600 600 Misc.Steel (Stairs,Etc.)1|lump $500 $500 40 40}$45 $1,800 $2,300 |500 500 Form Lumber,Lags,Nails,Etc 1|lump $100 $100 10 10}$45 $450 $5501 200 200 Portable Dike Drainage Pump 1]ea $500 $500 0 0}$45 $0 $500 |100 100 Warning and Identification Signs 1]lump $400 $400 15 15|$45 $675 $1,075 |100 100 Spill Response Supplies 1}lump |$1,600 $1,600 0 O|$45 $0 $1,600 |600 600 Misc Hardware 1}lump |$1,000 $1,000 0 O|$45 $0 $1,000}500 500 Misc Tools &Safety Gear 1|lump {|$1,000 $1,000 0 0}$45 $0 $1,000 |500 500 Welding Rod,Gases,Etc.1]lump |$1,000 $1,000 0 0}$45 $0 $1,000 |2000 2000 OVERHEAD Rent/Mobilize Heavy Equip 1}lump $5,000 $5,000 0 Welder/Compr/Misc Tool Rent Jump $1,000 $1,000 0 Commission System &Training 20]hr 1 20;$60 $1,200 $1,200 0 Superintendent Overhd Off-Site 20}hr 1 20]$60 $1,200 $1,200 0 Superintendent Overhd On-Site 20]hr 1 20|$60 $1,200 $1,200 0 Crew Travel Time 20]hr 1 20}$60 $1,200 $1,200 0 Crew Airfares 2|trips $1,600 $1,600 0 Crew Per Diem 80|mn.dy.$3,360 $3,360 0 Housing Rent 1}mo.|$1,500 $1,500 0 FREIGHT 43,742 Truck Freight Anch to Homer 43,742 |Ib.$0.05 $2,187 Barge Frt Homer to Old Harbor |43,742 |ea.$0.20 $8,748 Tool Mob &Demob (Air)1]lump |$5,000 $5,000 Misc Small Freight &Gold Streak 1 |lump}$2,000 $2,000 CONSTRUCTION SUB-TOTAL $46,365 1,604 $75,478 |$12,460}$17,936 |$152,238 OLD HARBOR BULK FUEL CONSOLIDATION UPGRADE OCTOBER 9,2000ALASKAENERGYAND ENGINEERING AVEC -CONSTRUCTION COST ESTIMATE PRELIMINARY DESIGN REPORT ITEM QUAN |UNIT|UNIT MATL |UNIT}LAB |LAB]LABOR |CONTR |FREIGHT]TOTAL |UNIT)TOTALCOSTCOST|HRS|HRS |RATE|COST COST COST COST WT(#) Engineering (Design &CCA)1{lump $20,000 Construction Management 4}lump $20,000 PROJECT SUB-TOTAL $46,365 $75,478 |$52,460 |]$17,936 |$192,238 Contingency 20/%|$38,448 {TOTAL PROJECT COST $230,686 B-8 APPENDIX C CERTIFICATE TO PLAT WESTERN ALASKA LAND TITLE CO. 506 Marine Way,Suite 3 ¢P.O.Box 864 e Kodiak,Alaska 99615(907)486-4433 «Fax (907)486-5109 CERTIFICATE TO PLAT \SKA ENERGY AND ENGINEERING,INC.Our Order Number:1259 1,BOX 111405 CHORAGE,AK 99511-1405 sntion:TREVOR D.KRUPA e:April 4,2000 at 8:00 a.m. Amount Due $650.00 Tax Exempt it title to the property described herein is vested on the date shown above in As to Parcel No.1:ALASKALAGEELECTRICCOOPERATIVEINC.,an estate in fee simple;As to Parcel Nos.2,4 and 5:CITYOLDHARBOR,an estate in fee simple and As to Parcel No.3:THE RUSSIAN ORTHODOX GREEKTHOLIC.CHURCH OF NORTH AMERICA as to that portion originally conveyed by U.S.Patent and theYOFOLDHARBORastothatportiondescribedinDeedrecordedApril19,1999 in Book 164 atje83,an estate in fee simple,subject only to the exceptions shown herein. s report shall have no force or effect except as a kasis for the coverage specified herein. Timothy J.Hurley,President GAL DESCRIPTION: 2 Legal Description attached hereto and made a part hereof. -continued - E:Investigation should be made to determine if there are any service,installation,maintenance or construction charges for sewer,water or electricity. 4 STERN ALASKA LAND TITLE CO. je 2 er Number:1259 3JECT TO: Reservations contained in United States Patents. Taxes,if any,due the Kodiak Island Borough. Matters disclosed by Plats 69-5 and 90-21. License Agreement,including the terms and provisions thereof,to install and maintain a fuel tank and lineasgrantedtoKANAElectricalAuthoritybyinstrumentrecordedMarch17,1978 in Book 39 at Page 810. (Affects a portion of U.S.Survey 474.) Rights of the public and/or governmental bodies (agencies)in and to any portion lying below the mean high tide line of Sitkalidak Strait. Any prohibition or limitation on the use,occupancy or improvement of the land resulting from the rights ofthepublicorriparianownerstouseanywaterswhichmaycovertheland. A lease affecting the premises herein stated,Memorandum thereof,dated and recorded as herein setforth,executed by and between the parties herein named for the term and upon the terms,covenants and conditions therein provided. Dated :January 25,1980 Lessor :ORTHODOX CHURCH OF AMERICA Lessee :CARL CHRISTIANSEN d/b/a OLD HARBOR FUEL COMPANY Recorded :January 29,1980 Volume/Page :46/812 Term :December 1,1979 through December 1,1999 Affects :Portion of United States Survey 474 described therein A lease affecting the premises herein stated,Memorandum thereof,dated and recorded as herein setforth,executed by and between the parties herein named for the term and upon the terms,covenants and conditions therein provided. Dated :March 3,1980 Lessor :ORTHODOX CHURCH OF AMERICA,INC. Lessee :OLD HARBOR NATIVE CORPORATION Recorded :September 9,1980 Volume/Page :48/985 Term :January 1,1980 through December 31,2034 Affects :Portion of United States Survey 474 described therein Any adverse claim based upon the assertion that some portion of Parcel No.3 is tide or submerged lands,or has been created by artificial means or has accreted to such portion so created. This report is restricted to the use of the addressee,and is not to be used as a basis for closing anytransactionaffectingtitletosaidpremises.Liability of the company for the information provided herein andanyclaimofnegligenceresultingtherefromshallbelimitedtothecompensationreceivedtherefor. END OF EXCEPTIONS i/imd 3/00 - tificate to Plat Order No:1259 Order Number:1259 EXHIBIT "A” Parcel No.1: _TRACT "B”ONE (B-1),OLD HARBOR TOWNSITE,UNITED STATES SURVEY NUMBER 4793,according to Plat 90-21,locatedin the Kodiak Recording District,Third Judicial District,State of Alaska. Parcel No.2: TRACT "B”,OLD HARBOR TOWNSITE,UNITED STATES SURVEY NUMBER 4793, according to Plat 69-5,located in the Kodiak Recording District,Third Judicial District,State of Alaska,EXCEPTING THEREFROM Tract "B”One (B-1),United States Survey Number 4793, according to Plat 90-21., Parcel No.3: TRACT "A”,UNITED STATES SURVEY NUMBER 474,of the Russian Greek Church Mission Reserve,situated at Old Harbor,Alaska,according to the official Plat thereof on file with the Bureau of Land Management,approved May 22,1907,located in the Kodiak Recording District, Third Judicial District,State of Alaska. Parcel No.4: THAT PORTION OF TRACT "C'”,OLD HARBOR TOWNSITE,UNITED STATES SURVEYNUMBER4793,according to Plat 69-5,locatedin the Kodiak Recording District,Third Judicial District,State of Alaska,described as follows: Thence N 53°24'15"Wa distance of 140.00 feet to Corner No.3 of Tract C of U.S.Survey4793;, Thence N 36°35'45'E a distance of 123.02 feet to Corner No.4 of Tract C of U.S.Survey 4793; Thence N 65°59'40"Wa distance of 89.05 feet to a point; Thence N 24°00'20'E a distance of 100.00 feet to a point; Thence N 65°59'40'Wa distance of 50.00 feet to a point; Thence N 24°00'20'E a distance of 516.50 feet to Meander Corner No.1 of Tract C of U.S. Survey 4793; Thence along the meanders of Sitkalidak Strait the following courses and distances; S 53°00'E a distance of 132.66 feet; N 24°00'E a distance of 995.28 feet; Order Number:1259 N 14°00'E a distance of 184.80 feet; N 49°15'E a distance of 165.00 feet; N 89°00'E a distance of 89.76 feet; -S 22°15''E a distance of 64.68 feet; S 24°30'W a distance of 514.80 feet; S 7°30''W a distance of 279.84 feet; S 26°30'W a distance of 240.24 feet; S 38°15'W a distance of 314.82 feet; S 23°30'W a distance of 324.72 feet: S 29°15'W a distance of 405.24 feet to Meander Corner No.2 of Tract "C”of U.S.Survey 4793, Alaska,and the True Point of Beginning. Parcel No.5: THAT UNSUBDIVIDED PORTION OF TRACT "E”,OLD HARBOR TOWNSITE,UNITED STATES SURVEY NUMBER 4793 lying between the east boundary of Lots 4-1 and 5,Block 8, and the west side of Elderberry Street,and between the southern boundaries of Tract J-1 and Lot 5,Block 9 of U.S.Survey 4793 and the high-water mark of Sitkalidak Strait as recorded by Plat 84-53 in the Kodiak Recording District,Third Judicial District,State of Alaska. APPENDIX D GEOTECHNICAL REPORT A.W.Murfitt Company CONSULTING ENGINEERS &TESTING 13810 Venus Way *Anchorage,Alaska 99515 ©Telephone (907)345-2737 ©FAX (907)345-3264 August 3,2000 Alaska Energy and Engineering,Inc. P.O.Box 111405 Anchorage,AK 99511-1405 ATTENTION:Mr.Brian Gray RE:Subsurface Soils and Foundation Conditions Old Harbor Tank Farm Site Upgrade Old Harbor,Alaska Our Job 00-313.02 Dear Mr.Gray: Pursuant to your request and in accordance with our written proposal of June 28,2000,we have completed an evaluation of the subsurface soils and foundation conditions for new tank support and containment berms at the referenced site.This letter is intended to summarize our findings, transmit the test pit logs and laboratory analyses,and our recommendations regarding new tank foundation construction.Attached are a site plan,two test pit logs,two particle size distribution reports,keys to symbols and terminology,and Mr.Tom Culkin's trip report. Two test pits were dug and logged by Mr.Culkin in the locations shown on the site plan on July 11,2000.In addition,a sample of the potential construction borrow was taken and representative samples of the test pit soils were recovered and analyzed in our Anchorage laboratory. In general,the sites appear to be stable from a slope stability point of view and soils under the organic should provide an excellent bearing media for the tank skids.After proof rolling (compaction),we would recommend an allowable bearing capacity of two thousand-five hundred (2,500)pounds per square foot for combined dead and live loadings.An increase of one-third may be applied for transient loads such as those associated with wind and seismic action.The Silty Sand with organics (top soils)should be removed from the bearing areas (pit floors)and probably could be used for the berm core material if carefully prepared and encapsulated in the NES Gravel structural fill and pit liner.The organic spoil will be moisture sensitive and subject to long-term degradation/settlement.In this regard you may wish to design the containment berm to be 0.5 feet higher than planned to allow the use of this material.Nominal compaction of Page 2. AK Energy and Eng.,Inc. Old Harbor Tank Farm 00-3 13.02 August 3,2000 the berm (90%)is desirable and 95%for the bearing areas is recommended (ASTM DI1557, AASHTO T180). We appreciate this opportunity to be of continued service.Please do not hesitate to call if you have any questions,or we can be of service in future matters. Sincerely, A.W.Murfitt Company Allan W.Murfitt,P-E. Registered Civil Engineer 4977E ATTACHMENTS A.W.Murfitt Company CONSULTING ENGINEERS &TESTING 13810 Venus Way ®Anchorage,Alaska 99515 ©Telephone (907)345-2737 *FAX (907)345-3264 July 12,2000 RE:Trip Report Old Harbor Bulk Fuel Site Alaska Energy and Engineering Our Job 00-313.02 This report concerns the trip made to the above-referenced job site on July 11.|left Anchorageintheearlymorning,arriving in Old Harbor at 9:00 AM.|met Brian Gray and John Dickerson (Alaska Energy and Engineering)at the site.Using a small backhoe,two test pits wereexcavatedandsampled.|also visited the borrow material stockpile adjacent to the airport andtooktwosamples.|!departed Old Harbor around 1:00 PM,returning to Anchorage in the late afternoon. The site is bordered on the west by steep (33 to 36 degrees)natural slopes.No evidence of slope failure or slumping was observed.The test pits were excavated to total depths of 8 and 9feet.The materials consisted of silty sand with numerous cobbles.The gravel and cobbles were quite angular.Small boulders were present below6 feet in Test Pit OH-1.The materials in thepitwallsweremoderatelystratified,again suggesting stability.The material in the bottom of OH- 2 was very moist;no water was observed. The borrow stockpile is shot rock excavated during airport construction,consisting of phyllite and graywacke-like rock.The sides of the stockpile appear to be stable at approximately 1:1 slopes. Mr.Gray stated that the tank locations may be moved slightly south from the locations shown on the supplied site map,and slightly further east from the toe of the slope.He asked if surficial materials could be incorporated into the containment dikes,and |said that would not be a good idea.|suggested that special attention should be given to the drainage control along the western (uphill)sides of the containments and to that portion of the containments themselves.| also said that it would be preferable to avoid any excavation of the slopes. Generally speaking,the site would appear to be suitable for the intended purpose.When compacted the native and borrow materials should be free-draining and capable of meeting the stated 1,200 psf requirement. Tom Culkin,Engineering Geologist ee eh ere ate ee ee eeu ALK bow Giiaertcnetra Peon - PROPERTY LINE,TYP -eer:-_f EXISTING AVEC|AVEC SITE oO TANK FARM rey AVEC BUNKHOUSE - APRROXIMATE LOCATION OF TOP OF DIKE EL.36.0 TO BE MOVED - OUTSIDE TOE OF DIKE ,TYP DIKE FLOOR EL.34.0°_ee t .||--}4 EA.RELOCATED '| AVEC 10,000 GALLON #2 DIESEL TANKS 12,000 GALLON #2 DIESEL TANK"PARTITIONED TANK,15,000 GALLONS"GASOLINE,12,000 GALLONS #1 DIESEL \ '27,000 GALLON #1 DIESEL TANK rs ABOVE GROUND GASOLINE,"#1 DIESEL,AND #2 CIESELPIPELINESFROMBULKSTORAGE TANKS TO BULK TRANSFER EXISTING ROAD NEW PROPERTY CORNER SET THIS PROJECT, TvP(7) »CONTANMENT AREA.ie in can 4''¥TH +RUCK TURN FARM SITE \Ny 7 AROUND ---4 Wy,BULK FUEL TRANSFER AREA (hte \"EXISTING |\|COMMUNITY! NEW DEEOED GOLD.STORAGE|B |EXISTING |WY {PUBLIC EASMENTFISHERMANINEWACCESSROAD+--=|_|!!i.WAREHOUSE_ NEW SURVEYED FISHERMAN LEASE SITE 4 --e-__=-_ \oveRHEAD POWER LINE,TYP _ ™th hiad iW --\ee ee ee ee J!. SSSLST SITS S SSS ECE S ESTES 4}\Syover POLE,re 4 i a \TRANSFORMER BELOW GROUND POWER LINE,TYP ---? "TT =----=ve _----_-toe NEW 3”BELOW GROUND GASOLINE AND DIESEL FUEL PIPELINES TO MARINE od ¥LATE |.HEADER ON DEEP WATER DOCK |y TEsSr Pp IT EXISTING PROPERTY CORNER RECOVERED THIS PROJECT,TYP(6)| NEW 2”BELOW GROUND #2 DIESEL FUEL PIPELINE TO MARINE FUEL DISPENSER DapeNoeR FUELfoANDHOSEREEL PILING SUPPORTED DOCK f SMALL BOAT HARRORPRELIMINARY-NOT FOR CONSTRUCTION ]|7 =O"OL HARBOR BULK FUEL STORAGE aSCONSOLIDATIONANDUPGRADEDERONED9:ONE:0/20/00PasmedEwTal P.O.BOX 111405 ANCHORAGE,ALASKA 99511 1405 TANK FARM AREA SITE PLAN OLOHM2 M2 ef 3 PHONE (907)349-0100 ALASKA ENERGY &ENGINEERING,INC. s §ao LOG OF BORING /TEST PIT#OHI-Zz c fo ok =ft lal &ieLABORATORY©5 g 28 EF =||&|G)EQUIPMENT:Case 580 Backhoe22Eelal@®jurTESTSfi@=96 eG ti ELEVATION:__Exstng Grnd__DATE:_7/11/00 0 Silty Sand (SM)with Organics (roots),brown,moist Sandy Gravel (GP),brown,with traces of silt,numerous cobbles,gravel angular,moist 7.3 Sandy Gravel (GP),brown,moist,, 4+scattered to numerous boulders below 6' 6.8 Gravel (GP),with Sand,trace Silt, . 8 brown,moist,stratified sediments,do not appear to be slide depositsTotalDepth8' 12- 0 16- 20 - 24- 28 = 32 A Ww Murfitt Company LOG OF BORING /TEST PIT #0OH1 PLATE =CONSULTING ENGINEERS &TESTING Old Harbor Tank Foundations 9.-312.02 Alaska Energy and EngineeringJOBNO.:00-3 Old Harbor,Alaska APPR.:AWM DATE:_8/4/2000 es §LOG OF BORING /TEST PIT#OH2 c r we £EF SELABORATORY&5 3 P &=[2]=|S]EQUIPMENT:Case 580 BackhoeaaQF[al w feTESTSe@995ee&ELEVATION:__Exstng Grnd__DATE:_7/11/000SiltySand(SM),brown,with organics(roots) Sandy Gravel (GP),brown,with traces ofP#.j |silt,numerous Cobbles,gravel angular,re ot moistOy 9.6 4 54 Sandy Gravel (GP),brown,scattered,Neo ®layers of SM,very moist below 7'03°e ootoe, pee,§Grainsize 12.2 8 mage Sandy Gravel (GP),with Sand,trace Silt,.P*..&||brown,similar to OH1 w/o bouldersTotalDepth9' 12-4 16-4 205 24 28 > 32 °LOG OF BORING /TEST PIT #OH2 PLATEA.W.Murfitt Company CONSULTING ENGINEERS &TESTING Old Harbor Tank Foundations 3:-312.02 Alaska Energy and EngineeringJOBNO.:00-3 Old Harbor,Alaska APPR.:AWM __DATE:_8/4/2000 Particle Size Distribution Report 7/18/00 4 Date: Elev./Depth: Plate Borrow Pit Client:Alaska Energy and Engineering Project:Old Harbor Tank Foundations Project No:00-313.02 Source of Sample:BP-1 83feoO nen = atneel | ZLW1 oo o = 10 r A Oo. oo ° " o| fe) 5 Ee =§2 cil ” = 4 17) 2 = £- = = Ql = c - " = ol Qoan@ al o asS8 2c WBo] oS Baa =E [")|o+ -7 a oO}? 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Fe q WiZzin tlwoll 4 Oca q Nalo 8 J) oos [o} 1 012|8 a 2 aa 2 a) ee RS ES ED ES EE =a=4=== =F Po AGE Obs A O x ! I ! I it ' ! i 1 1 ' 1 1 1 1 1 i] 1 1 t T t I I I 1 1 q { i t 1 t ' t I 1 i) i) i) ! ' I PASS? (X=NO) Client:Alaska Energy and Engineering Project:Old Harbor Tank Foundations Project No:00-313.02 +. %GRAVEL 73.0 SPEC." PERCENT Source of Sample: 100 PERCENT FINER tug} -----4-----|-- ---|----------b----}----}----4----4--+---4 2-2 0.0 %COBBLES 500 SIEVE SIZE in in in in in 1n. #4 #10 #20 #40 #60 #100 #200 a Q [s] © ite] vt 100 90 80 70 30 20 (no specification provided) Company A.W.Murfitt * Location: Sample No.: YANIS LNS0usd MAJOR DIVISIONS TYPICAL NAMES ig]WELL GRADED GRAVELS,GRAVEL.SAND CLEAN GRAVELS MIXTURES WITH LITTLE ORFGRAVELSNOFINES ||POORLY GRADED GRAVES,GRAVEL -SAND4&TD MIXTURES ©&]More THAN HALE9gCOARSEFRA caavits silty GRAVELS,POORLY GRADED GRAVEL-QO S|Ss iancte THAN wind over5EF]No.4 Sieve sizE 93%FINESae CLAYEY GRAVELS,POORLY GRADED GRAVEL - £6 SAND -CLAY MIXTURES 2 =CLEAN SANDS WELL GRADED SAND,GRAVELLY SANDS - a(ve)3 WITH LITTLE OR23SANDSNOFINES POORLY GRADED SANDS,CRAVELLY SANDS < je)has)§elust rencnow canos SM SILTYSANDS,POORLY GRADED SAND -CLAYISSMALLERTHANWITHOVERNO,4 SIEVE SIZE 12%FINES sc CLAYEY SANDS,POORLY GRADED SAND -CLAY MIXTURES Pa INORGANIC SILTS AND VERY FINE SANDS,ra ML ROCK FLOUR,SILTY OR CLAYEY FINE SANDS, *OR CLAYEY SiTS WITH SLIGHT PLASTICITY”npal g SILTS AND CLAYS Y/INORGANIC CLAYS OF LOW TO MEDIUMro)2 cL PLASTICITY,GRAVELLY CLAYS,SANDY CLAYS, aes /|_SILTY CLAYS,LEAN CLAYSEzLIQUIDLIMITLESSTHAN58ThyaTOnOL|li[i|fil ORGANIC CLAYS AND ORcAMIC siLTY CLAYSam3OFLOWPLASTICITY -z INORGANIC SiLTS,MICACEOUS ORs2MHDIATOMACTOUSFINESANDYOfSILTY SOILS, "ELASTIC SILTSOgSILTSANDCLAYSw=CH INORGANIC CLAYS OF HIGHZz3PLASTICITY,FAT CLAYS me LIQUID LIMIT GREATER THAN S@ 47 ®OH Y ORGANIC CLAYS OF MEDIUM TO HIGH7FyRPLASTICITY,ORGANIC SILTS AAA]PEAT AND OTHER HIGHLY ORGANIC SOILSHIGHLYORGANICSOILS|Pt Rew UNIFIED SOIL CLASSIFICATION SYSTEM Shea Strength,patCanfiningPreseure,pet Corsol -Cornsolidston "lx 32@ «=(2600)=Uncomolidated Undrained Triexial Wo -Uquid Limit (in %)TaCU «320 =(2600)«=Cornolidated Undrained Triextal Fi Plastic Limit (in %)OS 275@ (2000)Consolidated Drained Olrect Sheer G -Specific Gravity Fvs save Fle!d Vane Sheer SA -Steve Analysis "uc =.2008 Unconfined Compression BE -"Undisturber Sampte lvs 700 Laborstory Vane Sheer Cs]-sum Sample SFA Solid Flight Auger HSA Hollow Stem Auger Note Hy AR strength tests on 2.8°oF 2.4"diameter samples unless otherwise Indicated.2)"Indicates 1.4°di P KEY TO TEST DATA SOIL CLASSIFICATION CHART|PLATE AND © KEY TO TEST DATA »|AW.Murfitt Company Consulting Engineers and Testing Job No,_00-313.02 Appr.Date SOIL CLASSIFICATION CHART SAND'vA \f GRAVELY SAND SANDY GRAVEL\>J xf ;s \ 0 10 MA V 2 A 7 *A iA v X °C/GRAVELLY sof”\\s a A Xcel \,V7 Ny AY OY \Z_\e 20 30 40 60 70 80 90 10050 GRAVEL (+#4 SCREEN )%BY WEIGHT Corps of Engineers Frost Design Soil Classification and USCS Equivalent Grouping PERCENTAGE FINER THAN 0.02 MM, TYPICAL SOIL TYPES UNDER UNIFIED SOIL FROST GROUP SOIL TYPE BY WEIGHT CLASSIFICATION SYSTEM NES *Gravel Sand Mixtures <3 GW,GP,SW,SP Fl Gravelly Soils 3 to 10 GW,GP,GW -GM,GP -GM F2 (a)Gravelly Soils 10 to 20 GM,GW -GM,GP -GM (b)Sands 3 to 15 SW,SP,SM,SW -SM,SP -SM F 3 (a)Gravelly Soils >20 GM,GC (b)Sands,except very >15 SM,SC fine silty sands (c)Clays,Pi<12 -CL,CH F 4 (a)All Silts -_-ML,MH (b)Very Fine Silty Sands >15 SM (c)Clays,Pi <12 -CL,CL-ML (d)Varved Clays and -CL and ML: other fine-grained,CL,ML,and SM; banded sediments CL,CH,and ML; CL,CH,ML,and SM *NON FROST SUSCEPTIBLE AW,Murfitt Company Consulting Engineers and Testing job No. TEXTURAL CLASSIFICATION SYSTEM APPENDIX E MEETING SUMMARY LETTERS ALASKA VILLAGE ELECTRIC COOPERATIVE,INC. July 10,2000 To:Jim Nestic,Mayor City of Old Harbor VIA FAX 907-286-2278 Old Harbor Jim Dickerson,Alaska Energy &Engineering -907-283-7527 Kenai From:er,Government Relations/Bulk Fuel Alaska Village Electric Cooperative,Inc.(AVEC) John/Jim: Alaska Village Electric Cooperative,Inc.(AVEC)in cooperation with the community agrees that the new tank farm layout per Alaska Energy &Engineering's concept designisagreeablewithAlaska:Village Electric Cooperative,Inc.with the following changes: AVEC and the community agree with the concept design if everyone agrees that the old tank farm areas will be used for our staging area.This set up will leave AVEC with a gravel pad.The AVEC building (that is presently in the new tank farm area)will be moved to the new storage area and adequate fill material will be provided in the front of the power plant and a new road will be constructed around the plant to the new staging area as shown in the attachment. AVEC also wishes the land to be used for public easement and be conveyed back to the community with an easement for AVEC's use. AVEC would like the power plant fenced in conjunction with the tank farm if this is agreeable to the community. Please call me if you have any questions at 907-561-7972. cc:Meera Kohler,President &CEO Brent Petrie,Manager Key Accounts &Special Projects Mark Teitzel,Vice President &Manager Engineering John Lyons,Manager O&M Mark Bryan,Manager Construction 4831 Faole Street -Anchorage,Alaska 99503-7497 -Phone (907)561-1818 -In State (800)478-1818 -Fax (907)561-2388 'By:Alaska Energy &Engineering;907 283 7527;Jun-26-00 10:04AM;Page 6/7 ee 7,(aeOF DIKE EL.36.0' DIKE FLOOR EL.34.0' APRROXIMATE LOCATION OF OUTSIDE TOE OF DIKE,TYP oN ve,Nevo Levs__f PROPERTY UNE, m=, 4 EA.RELOCATED AVEC 10,000 GALLON #2 DIESEL TANKS 12,000 GALLON p2 |DIESEL TANK 1). y ISTING ROADPARTITIONEDTANK,15,000 GALLONSGASOUNE,12,000 GALLONS #1 DIESEL' 17,000 GALLON #1 DIESEL TANK 2"ABOVE CROUND GASOLINE, #1 DIESEL,AND #2 DIESELPIPELINESFROMBULKSTORAGE TANKS TO BULK TRANSFER NEW PROPERTYCORNERSET THIS PROJECT, TYP(7) Ao Access FARM SITE BULK FUEL TRANSFER AREA [-EXISTINGFISHERMAN [NEW ACCESS ROAD-+----[..WAREHOUSE| EW SURVEYEDSHERMANen---@-- OennenstonetinadiionditesdtieaeasswecueeeceeeeeeeeeSSweaeseeeeeeeeeya NEW 3”BELOW GROUND GASOLINE AND . DIESEL FUEL PIPELINES TO MARINE HEADER ON DEEP WATER DOCK EXISTING PROPERTY CORNER RECOVERED THIS PROJECT,TYP(6) >NEW 2”BELOW GROUND #2 DIESEL FUEL PIPEUNE TO MARINE FUEL DISPENSER PILING SUPPORTED DOCK | RELIMINARY -NOT FOR CONSTRUCTION +}NEW MARINE FUEL TRUCK TURN AROUND EXISTING||OS TNTYOLDSTORAGE UBLIC_EASME | | |ANEW DEEDED j 1 BELOW GROUND POWER LINE,TYP amen -==- - -POWER POLE,TYPaau_-TRANSFORMER _5DISPENSER|/AND HOSE REEL SMALL BOAT HARBOR ALASKA ENERGY &ENGINEERING,INC.*"OLD HARBOR BULK FUEL STORAGE were m_Na CONSOLIDATION AND UPGRADE towen Dui:yao FE wade Syert TANK FARM AREA SITE PLAN OLOHM2 M2 oft 3 P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 Alaska Energy and Engineering,Inc. 1217 East Klatt Road,Suite A P.O.Box 111405 Anchorage,AK 99511-1405 Kenai Office Phone (907)283-8031 Fax 283-7527 June 26,2000 7 pages total sent via fax to: e The Honorable Jim Nestic,Mayor,City of Old Harbor,286-2278 e Brent Petrie,Alaska Village Electric Cooperative,561-2388 e Bob Tucker,Kodiak Island Borough School District,486-9277 e Brian Peterson,Bureau of Indian Affairs,586-7357 e Eric Marchegiani,Rural Energy Programs/AEA ,269-4685 e Bruce Tiedeman,Rural Energy Programs/AEA,269-4645 Re:Old Harbor Bulk Fuel Upgrade -Preliminary Recommendations On December 8,1999,Alaska Energy and Engineering submitted a report to each of the above recipients on our November,1999 Old Harbor Bulk Fuel Upgrade Project initial site investigation and community meeting.The following preliminary recommendations and attached drawings are being presented to all involved parties at this time in order resolve several issues prior to advancing to the full preliminary design stage.These issues include: I.Relocation Of AVEC Tanks ll.Tank Farm Consolidation Site Location. lil.New Tank Farm Capacity IV.Tank Farm Consolidation Site Concept V.Gasoline Dispensing Facility Concept. Vi.School Concept Drawing M1 shows the location of all proposed facilities on an overall community site plan. |.RELOCATION OF AVEC TANKS: Our site investigation revealed several inadequacies in the existing AVEC tank farm.The dike floor was built on a sloping site without adequate grading so that the effective dike volume does not meet regulations.This sloping dike floor has also required the use of multiple layers of timber cribbing in order to level the tanks,resulting in tank foundations that do not meet UFC requirements.The dike is also located too close to the steep grade to the west of the tank farm, causing the dike to be filled with debris from tand slides in the past.Due to these inadequacies,this tank farm should be moved to a new location.In order to minimize the relocation effort,the new site should be located far enough from the existing site to allow new dike construction to occur without moving the existing tanks or impacting AVEC's operation until the final relocation.Attached drawing M2 shows our suggested new AVEC tank farm site location and tank layout. ll.TANK FARM CONSOLIDATION SITE LOCATION: As mentioned in the site visit report,consolidation of the new tank farm adjacent to the existing AVEC site would allow both facilities to be served by common fuel pipelines.This is the most cost-effective solution because it would reduce not only construction costs but also the cost of fuel as well as long-term operation and maintenance expenses.Two potential sites for the new city tank farm were selected by the community -one directly north and one directly south of the AVEC power plant site.We have made a preliminary selection of the southern site due to the past use of the northern site as the community's solid waste landfill.The risk of potential future site settlement causing dike liner failure and tank instability is too great at the northern site.A geotechnical survey would be performed at the southern site to determine its suitability for use.Attached drawing M2 shows our suggested new City tank farm site location and tank layout. lll.TANK FARM CAPACITY: Old Harbor is located on a year round ice-free port with a deep water dock capable of receiving ocean-going barges.Fuel deliveries by barge are available from at least two different vendors and are scheduled to be in the area at least every three to four weeks in the summer and every six to eight weeks in the winter.In addition,short notice deliveries of fuel are available from the M/V Lady Nina,a Kodiak based freight vessel.At least one of the major fuel barge delivery services offers a $.10 per gallon discount on fuel when the total quantity of all products delivered per trip exceeds 50,000 gallons.Based on this delivery schedule and price structure,the facility has been sized to hold a minimum of four months supply of each product and to have at least 50,000 gallons of total available capacity per scheduled delivery with an adequate reserve margin. Since there are numerous entities requiring varying quantities of fuel it is necessary to size the tank farm to meet the combined needs of each user with sufficient capacity to accommodate future growth.The proposed facility as shown on drawing M2 includes one each 27,000 gallon tank for #1 diesel,one each 27,000 gallon tank partitioned for 12,000 additional gallons of #1 diesel and 15,000 gallons of gasoline,and one each 12,000 gallon tank for #2 diesel.Also included is a 4,000 gallon fire rated gasoline dispensing tank located at the proposed new gasoline dispensing site as shown on drawing M3.The following table compares the projected annual and 4 month use by entity of each product to the proposed net useable tank capacity for the new facility: CURRENT &PROJECTED CONSUMPTION AND PROPOSED CAPACITIES Product |Current |Future |Future |Proposed |%of Proposed Annual Est.Est.4 Net Est.Gross Use in Annual |Month Capacity |Future |Capacity Gallons |Use in Use in in 4 in Gallons |Gallons |Gallons Month |Gallons (1)(2)Use Gasoline |34,000 35,000 |12,000 |17,100 (3)|142%|19,000 (3) City 65,000 80,000 27,000 35,000 130%39,000 #1 Diesel City 10,000 25,000 8,000 10,800 135%12,000 #2 Diesel (4)(4) AVEC 60,000 60,000 20,000 35,900 180%39,900 #2 Diesel Diesel 135,000 |165,000 |55,000 81,700 148%90,900 |Subtotal (5)(5) Project Total |67,000 98,800 147%|109,900 (1)Estimated future use based on planned development. (2)Net capacity (90%of gross shell capacity) (3)Includes the bulk storage tank and dispensing tank. (4)The School's annual #2 diesel fuel use of approximately 6,000 gallons is included as well as a projected annual increase of 15,000 gallons of sales to the local fishing and charter fleets. (5)Capacity does not include proposed new secondary tanks at school. IV.TANK FARM CONSOLIDATION SITE CONCEPT: Drawing M2 illustrates our proposed consolidation site layout.The new City and relocated AVEC tank farms are positioned in such a manner as to minimize the amount of site work required while keeping each facility contained within its own property boundaries.The bulk transfer area is located near the tank farm and would be used for loading #1 and #2 diesel fuel and gasoline into portable tanks and tank trucks.A portion of the existing AVEC property has been converted to a public easment to ensure public access to the bulk loading facility as well as to provide a staging area for all users.New surveyed property boundaries are proposed for the existing fisherman's warehouse and gear storage site.The marine fuel dispenser is located near the shore end of the small boat harbor dock located across the road from the tank farm site.It would be used to dispense #2 diesel fuel to boats and heavy equipment. 3 V.GASOLINE DISPENSING FACILITY CONCEPT: There are currently no bulk storage or dispensing facilities for gasoline in the community of Old Harbor.Victor Larionoff,a local resident,has recently leased a large commercial lot from the City and has constructed an auto repair shop there.The City would like to install a new gasoline dispensing facility on this lot and contract with Mr.Larionoff to provide retail sales of gasoline to the community.Bulk storage of gasoline would be provided at the consolidated tank farm.Mr.Larionoff owns a 5,000 gallon tank vehicle that he could use to transfer gasoline from the City's bulk storage tank to a dispensing tank located near his auto shop.A 4,000 gallon fire rated tank with an integral single product dispenser would be installed at this site.This arrangement would minimize the required facility footprint as well as all required property and building set backs.It would also give the City the maximum flexibility when considering possible future gasoline dispensing facility locations or management options.This City lease site has not yet been surveyed so required property boundaries would be determined as part of this project.Drawing M3 illustrates .the proposed dispensing site layout. VI.SCHOOL CONCEPT: Annual fuel use at the school has averaged approximately 6,000 gallons in recent years.The school currently has two 2,000 gallon underground bulk storage tanks located at the extreme opposite ends of the school facility.The southern bulk tank supplies fuel to the class room building boiler room and the northern bulk tank supplies fuel to the multipurpose building boiler room.There is also a 300 gallon single wall above ground exterior day tank located near the multipurpose building boiler room.Due to the potential for undetected leaks, the school district has expressed interest in installing new above ground storage tanks in order to abandon the underground tanks.The existing tanks would be replaced with two 600 gallon double wall skid mounted tanks,one located neareachboilerroom.By limiting on site fuel storage to less than 1320 gallons,the school site would not be a regulated facility.The new tank capacities would require fuel deliveries to each tank approximately once per month during the school year. Please review this summary carefully.If you have any questions please call me at 283-8031 or fax your comments to 283-7527. Sincerely, Alaska i i Inc.La Zohn Dickerson. Project Engineer '//L.2750'LONG AIRSTRIP \SSIWLPGRAVELPITLOCATIONiySXS/Dy , |/T/\|)\7 \|\/'4 )|\S&\ a Nx V|oN 7 'Ke . |of Taw !=O Of .|PROPOSED pal = K FARM i DISPENSING eeYPOSEDNEWoASEESHEETM3 K FARM ellISOLIDATION-Bs PROPOSED MARINE ",SEE jh FUEL DISPENSING 'ET M2 /iy NEW DUAL 3”GASOLINE AND DIESEL PIPELINES SBURIEDALONGROADgtRIGHT-OF-WAY Cg a g MARINE HEADER AT L DEEP WATER DOCK PRELIMINARY -NOT FOR CONSTRUCTION ORAWN BY:JT SCAE:1"1500°*™OLD HARBOR BULK FUEL STORAGE ALASKA ENERGY &ENGINEERING,INC.CONSOLIDATION AND UPGRADE DESIGNED BY:BCG DATE:6/26/00PLENAMESHEET P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 OVERALL COMMUNITY SITE PLAN OLDHM1 M 1 of 3 PHONE (907)349-0100 '_e PROPERTY LINE,TYPREPUTE)--_f-EXISTING AVEC-_-___AEC SITE --TANK FARM|; APRROXIMATE LOCATION OF TOP OF DIKE EL.36.0 AVEC BUNKHOUSE aOUTSIDETOEOFDIKE,TYP -\[DIKE FLOOR EL.34.0 | |\ \r7-EXISTING ROAD| 4 EA.RELOCATED AVEC 10,000 GALLON #2 DIESEL TANKS 12,000 GALLON #2 DIESEL TANK - \RTITIONED TANK,15,000 GALLONS \SOLINE,12,000 GALLONS #1 DIESE |NEW PROPERTY ,000 GALLON #1 DIESEL TANK "CORNER SET THIS PROJECT, 'ABOVE GROUND GASOLINE,1YP(7) 1 DIESEL,AND #2 DIESEL PELINES FROM BULK STORAGE \NKS TO BULK TRANSFER ONTAINMENT AREA. FARM_SITE UCK TURN AROUND BULK FUEL TRANSFER AREA \ EXISTING 1 1 AlFISHERMAN[NEW ACCESS ROAD-+---,NEW DEEDED |COLD _STORAG! WAREHOUSE |{PUBLIC_EASMENT \BELOW GROUND :POWER LINE,TYPfNEWSURVEYED|F E |ISHERMAN LEASE SITE)!__/-_- --_,-*s*___eeXSovERHEAD_POWER LINE,TYP eT"oo }|/\L TRANSFORMERNEW3”BELOW GROUND GASOLINE AND DIESEL FUEL PIPELINES TO MARINE HEADER ON DEEP WATER DOCK I EXISTING PROPERTY CORNER |ye| RECOVERED THIS PROJECT,TYP(6) | aoNEW2”BELOW GROUND #2 DIESEL | FUEL PIPELINE TO MARINE FUEL DISPENSER NEW MARINE FUEL DISPENSER AND HOSE REELPILINGSUPPORTEDDOCK| ELIMINARY -NOT FOR CONSTRUCTION SMALL BOAT HARBOR i ORAWN BY:JID SCALE:1"=60°OLD HARBOR BULK FUEL STORAGE ALASKA ENERGY &ENGINEERING,INC.CONSOLIDATION AND UPGRADE DESIGNED BY:DATE:6/26/00 FE NAME SHEET P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 TANK FARM AREA SITE PLAN OLDHM2 M2 3 PHONE (807)349-0100 |I a fj aE Po a |||_ete:l \5 | |Nee metreeaa], \EXISTING PROPERTY CORNER re RECOVERED THIS PROJECT,TYP(4)/io 3OVERHEADPOWERLINE,TYP +; --| ””.NEW /PROPERFY-CORNER ||SET ITHIS PROJECT,TYP(4)|| _|Th | '8 >7 4 a |EDGE Off EXISTING PAD ---\i NEW 4,000 GALLON FIRE zs |RATED TANK AND DISPENSER 3 NN PROPERTY LINE,TYP -J _ _- a -aa-,a8 co POWER POLE,wow S a -ELIMINARY -NOT FOR CONSTRUCTION 7 OLD HARBOR BULK FUEL STORAGE wn sap os CONSOLIDATION AND UPGRADE DeSIoNED Br.ATE:6/26/00 FE NAME SHEET GASOLINE DISPENSING AREA SITE PLAN OLDHM3 Maes ALASKA ENERGY &ENGINEERING,INC. P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 Alaska Energy and Engineering,Inc. 1217 East Klatt Road,Suite A P.O.Box 111405 Anchorage,AK 99511-1405 Phone (907)338-3035 Fax 338-3034 December 8,1999 2v4pages total sent via fax to: The Honorable Rick Berns,Mayor,City of Old Harbor,286-2278 Brent Petrie,Alaska Village Electric Cooperative,863-8384 SG[-23380 Bob Tucker,Kodiak Island Borough School District,486-9277 Brian Peterson,Bureau of Indian Affairs,586-7357 Eric Marchegiani,AIDEA/AEA Rural Energy Group,269-4685 Karl Reiche,AIDEA/AEA Rural Energy Group,269-4685 Bruce Tiedeman,AIDEA/AEA Rural Energy Group,269-4645 Re:Old Harbor Bulk Fuel Upgrade -Site Investigation and Meeting Summary On Monday,Tuesday and Wednesday,November 29 through December 1,1999,representatives of Alaska Energy and Engineering performed a siteinvestigationfortheproposednewconsolidatedtankfarmproject.At 7:00 PMonMondaywemetwiththeCityCouncilandconcernedresidentstodiscusstheproposedtankfarmproject.This letter is provided to summarize the results ofthepublicmeeting: 1.Two sites for the proposed tank farm were selected by the community -onedirectlynorthandtheotherdirectlysouthoftheAVECpowerplantsite.TheMayorstatedthattheareanorthofAVEChadatonetimebeenthesiteofthecommunity's solid waste landfill and was the preffered location.Ageotechnicalinvestigationwillmostlikelyberequiredtodetermineitssuitabilityforuse.The area south of AVEC appears steeper than the firstalternativeandmayrequiremoresitework.Both sites are backed by a steepmountainslope.Adequate separation from the slope will have to bemaintainedtoprovideforastormdrainagechannelaswellasforprotection from mudslides and debris.Both sites were surveyed for location and topography. 2.The configuration of the tank farm as proposed at the meeting includes bulkstorageof#1 and #2 diesel fuel and gasoline.The #1 diesel fuel will be usedforallhomeheatingfueldeliverieswhilethe#2 diesel fuel will be used for boats,heavy equipment,and possibly school heating.Dual 3”pipelines fordieselfuelandgasolinewillberoutedbelowgradefromthedeepwaterporttothenewtankfarm.Popular opinion was that the new diesel fuel pipelineshouldsupplytheAVECtankfarmaswell,enabling both the City and AVECtoreceivefuelfromthedeepwaterdock.This will reduce the community'scostoffuelbyasmuchas$0.40/gallon from the current delivered cost. 3.A bulk fuel transfer area with secondary containment for loading diesel fuelandgasolinetotankertruckswasdiscussed.The proposed location will beadjacenttothetankfarm.The bulk transfer facility will be used to fill the City's new 800 gallon tank truck for heating fuel sales as well as filling a5,000 gallon gasoline tank truck for transfer to the City gasoline dispensing station. 4.The community requested that the installation include a #2 diesel dispenser located at the small boat harbor directly across the road from the tank farm.This will enable the local commercial fishing and charter boat fleet of approximately 30 vessels to purchase fuel locally.It was estimated thatmarinesaleswouldtotalbetweentenandtwentythousandgallonsannually.This facility will also be used to fuel local heavy equipment. 5.City officials stated that the City does not want to be responsible for operatingandmanagingthecommunity's retail gasoline dispensing facility.Due tospacelimitationsattheproposedtankfarmsites,the proposed gasolinedispensingfacilitywillbelocatedonCitypropertyinmid-town.The propertyisleasedtoVictorLarionoffandCityofficialsindicatedtheywillexpandtheboundariesoftheleaseasnecessarytomeetallrequiredoffsets.Mr.Larionoff will be responsible for operating the gasoline dispensing station.Mr.Larionoff has purchased a 5,000 gallon tanker truck for emergencystorageofgasolineforthiswinter.This truck will be used for bulk transfers ofgasolinefromthetankfarmtothedispensingfacility. 6.Russel Fox,former manager of the Old Harbor Fuel Company and currentCityTreasurer,estimated that the community historically has used between100,000 and 120,000 gallons of #1 and #2 diesel fuel per year.Total annualgasolineuseforthecommunitywasestimatedatbetween30,000 and 40,000gallons.This includes fuel sold by Old Harbor Fuel as well as fuel sold by thefreighterIslandProvider,cannery tenders and fuel brought in on local fishingvessels.Since fuel barge deliveries are available every six to eight weeks inthewintermonthsandeverythreetofourweeksduringthesummermonths,storage capacity required will be considerably less than annual consumption.However,fuel deliveries of over 50,000 gallons are priced $0.05/gallon lessthansmallerdeliveries.Therefore,community members requested that consideration be given to providing a tank farm capacity that will allow for anaveragecombinedCity/AVEC fuel delivery greater than 50,000 gallons. 7.The City will be the only participant in the bulk fuel storage tank farm and willbetheowner/operator.An agreement will need to be reached between theCityandMr.Larionoff regarding operation of the gasoline dispensing facility. 8.The installation of the temporary emergency tank was discussed.All agreedthattheareaadjacenttoabandonedOldHarborFuelCompanyfacilityisthebestlocation.Access to electrical service for the bulk transfer pump and security light needs to be investigated. Also attached is a map indicating proposed locations of the new facilities.Please review the summary carefully to make sure it accurately represents themeeting.If you have any questions please call me at 338-3035 or JohnDickersonat(907)283-8031. Sincerely, Alaska Epergy and E ering,Inc. Brian C.Gray,P.E. Project Manager 0,500 1000 1500 2000 2500 FEET|e 7 ee yy f GASOLINEZADISPENSINGFosEDThr=-FPe(EC --/FARM LOCATion)4 | RH ta PRertsED MARNEiFUELDisFeEpeWG|f FROsSED TANKifFARMLocATions#2. BY 4GA ewe never.af$PEEP WATER pore.4 ALD HARBOR POEL CO.ABANDONED) PRofesep EMEZCENLY TANK OLE VARGeIe Sori.FVEL UIGRAVE PRELIMINAZY FLAN Gebas)?bss"bat3