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HomeMy WebLinkAboutIgiugig Fuel Storage & Handling Facilities Nov 5, 2001CONCEPT DESIGN REPORT AND. CONSTRUCTION COST ESTIMATE FOR CONSOLIDATION AND RENOVATION OF FUEL STORAGE AND HANDLING FACILITIES IN THE COMMUNITY OF: IGIUGIG PREPARED FOR: STATE OF ALASKA ALASKA ENERGY AUTHORITY/ RURAL ENERGY GROUP PREPARED BY: Alaska Energy and Engineering,Inc.Mailing Address-P.O.Box 111 05_Anchoress:AK 99511-1405907)349-0100348.8001 FAX NOVEMBER 5,2001 Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT-Concept Design Report Alaska Energy and Engineering EXECUTIVE SUMMARY This report has been prepared by Alaska Energy and Engineering,Inc.(AE&E)for theAlaskaEnergyAuthority/Rural Energy Group.The purpose of this study is to provide aconceptdesignandconstructioncostestimateforconsolidationandupgradeofthegasolineanddieselfuelstoragefacilitiesinthecommunityofIgiugig.For the purposeofthisstudy,the term "diesel fuel”refers to all fuel oil products used for space heating,electrical generation,and heavy equipment operation.The participants in the projectincludetheIgiugigVillageCouncil(IVC). A site investigation was performed by John Dickerson of AE&E and David Lockard ofAEA/REG on August 1 and 2,2001.Existing tanks were examined to determinesuitabilityforreuseandpotentialsiteswereexamined.A meeting was held with localresidents,school district officials,and community leaders to discuss the project. The new consolidated tank farm will provide storage for virtually all of the gasoline anddieselfuelrequiredforretailsales,public building heating,heavy equipment operationandelectricalpowergenerationinacommondike.Intermediate tanks will be located at the power plant and the washeteria,and a new day tank will be installed at the powerplant.A single product dispenser equipped with a key-access inventory control systemwillbeinstalledeastoftheconsolidatedtankfarmadjacenttotheAirportRoad.A bulktransferfacilitywillalsobeconstructedatthetankfarmsitetoallowIVCtoloaddieselfuel,unleaded gasoline,and avgas into tanker trucks and portable tanks for distributionwithinthecommunity.Three fill pipelines (one for each product)will extend from thetankfarmtoanewmarineheadernearthepowerplant.The diesel fuel fill pipeline willalsodoubleasatransferpipelineforfillingthepowerplantintermediatetank. Provision has been made to accommodate a future fuel dispensing dock to dispenseunleadedgasolineandavgastoboatsandfloatplanes.Construction of the fuel dockandassociateddispenserswillbebyothers.Provision has also been made to allowthecommunitytorelocatetheirexistingpropanestorageanddispensingfacilitytothenewconsolidatedtankfarmsite. A total of three existing village tanks were determined to be suitable for re-use.Six additional new tanks will be required to meet the projected fuel storage requirements forthecommunity.The consolidated tank farm will have a gross storage (tank shell)capacity of 73,500 gallons of 1 diesel fuel,26,200 gallons of unleaded gasoline,and16,400 gallons of avgas.The project provides a combined net storage capacity of104,490 gallons based on 90%of the gross capacity,including the intermediate tanksatthepowerplantandwasheteria.The existing Lake and Peninsula School District(LPSD)6,000 gallon tank farm was determined to be code-compliant and will not require modification. Due to the availability of fill,local equipment,and local soils conditions an earthen padanddikewasdeterminedtobethemostcosteffectiveoptionforthetankfarmfoundationandsecondarycontainment.A geotechnical soils investigation is notdeemednecessaryduetothelackofpermafrostintheareaandtheavailabilityofcleanfillmaterial. The proposed project schedule calls for design and permitting during the winter2001/2002,with construction during summer 2002.Initial site preparation will begin inthespring,delivery of heavy/bulky materials in June,and completion of constructionwiththefacilityfullyfunctionalbySeptember2002. The total project cost including all design,supervision,inspection,permitting,and a20%contingency is estimated to be $1,282,599,which equates to a unit cost of $13.64pergallonbasedonanetstoragecapacityof104,490 gallons. )Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT -Concept Design Report Alaska Energy and Engineering INDEX EX@Cutive SUMMALY........cece cssceeeesseecsseeeesneeessecsseecesaecesanecesseeeeeseeensenteseaeessateas Page i VOX ooo eecceeccceeeeeeeeesneeeesseeeeeneeceeeeeesseeeesereessesecusesssecessaesneseeesaaaesessnpeasesseaeeeaes Page ii 4.0 INtFOGUCTION 0...eee eee eeeeeeseneeceeeseeeessueescaneeesesaneseeeeseaaeeseesneeeeeseaeeesstees Page 4 1.1 Code ANnalySis 0.0.0...ececesececeeseesseesssecsseesesssesertuesseseaeereneeeeseeseeees Page 1 2.0 Existing Fuel Storage Facilities -Function and Capacity...eeeeeees Page 2 2.1 Existing Equipment Suitable for Reuse...ee eee eeeeeeseerseereeeeees Page 4 2.2 Demolition of Existing TankS 20.0.0...eee eecscseeceeeeesensenceceesceererseseeeanes Page 4 3.0 Current Fuel CONSUMption .......ee ee eee ec eseecensceeeceesesecensaeeeetersneneettenanes Page 5 3.1 Planned Infrastructure Improvement.............ee eeeesseseeneceeteeeeeseeeeeeeeese Page 5 3.2 Tank Capacity Requirement ........cc cececccccccnnerereesssseseeseeeereeceeeeesenseaees Page 6 4.0 Proposed Facility Description ............ccccceccsceseeseeseessesceeeeseneesseesteeseeecses.....Page 7 4.1 Tank Farm Site...ecceecceeseecssseseresseesereneseeeesceeessssaseeeeseseensssseeeeaes Page 7 4.2 Secondary ContainMment............eee cece csesssereeeeeneceteeeceeeeeteseteeeeteeeseees Page 8 A.B Tanks 20...ceessecseccerseceneeeeeveseanseesesecesssessseseeeseeessesseseesesseesepeeeeeseergees Page 8 4.4 Piping/Valves/PUMPS/ACCESSOTICS........cece ce seeeeeeeeeeeenesseeeeneeeenseaeeeens Page 8 4.5 SCULLY eee ee eecceeeeeeecereceesseaaneseeeeeesseeauseesasseenesestessntesssaeeueesaeeaseeeens Page 9 5.0 Proposed Operating Scenario and Spill Response.................eeeeeeeeeeeeteeneees Page 10 6.0 Permitting....ccccccsesscsecscesssesesssecseseesssssecessssssssssucssssesecersuceesueeeseseescsavessaveessees Page 10 7.0 Construction PLAN...ccc ccccseceeeeseteeeeeseeeeeeensneeeeeesseeeeeesseeeeeseeseaeees Page 11 7.1 Local Job SKINS ...csescscessesscssssesssssssssseeecsssesseeseessesseessssssusessssutecsseneeses Page 12 7.2 Local Equipment .........ee eee eeceeeesseeseeeeesesssnseeeeneeeerereeeetseeteeetereseee®Page 12 7.3 Material SOUICES 00...cece eeeeee cece eeeneeseneeeesenseescestesteeeeeteaneeeg®Page 13 B.0 SCHEGUIC...00...eee ee eecececeessseeeeeeceesessaeceesseseeeeeueeeesessauesesensesaeeeceseeseaseeeeeteererse®Page 13 9.0 Cost Estimate 00...cece ec cceneeeeeceeseeneeeeesesesseesseesesesessecsseeeessnasesesenes Page 14 Preliminary Design Drawing..............c:ccssssecesseeseesssaneecessaceeeeessnaeaneeseeeeeseeaees Appendix A Construction Cost Estimate oo...ce ceseeecesssceesesenasaseesesaaaeeeseeseeeneaees Appendix B Certificate to Plat .......eee eeceessrnsecensaeseeseesesaaaeesessseeaseseseaseeeeeeeneeneaeees Appendix C Meeting Summary Letters oe cecesesceseeeessesseeereceessseesesetaaaaaeneneeees Appendix D Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering 1.0 INTRODUCTION This report has been prepared by Alaska Energy and Engineering,Inc.(AE&E)for the Alaska Energy Authority/Rural Energy Group (AEA/REG).The purposeofthisstudyistoprovideaconceptdesignandconstructioncostestimateforconsolidationandupgradeofalldieselfuelandgasolinestorageinthecommunityofIgiugig.For the purpose of this study,the term "diesel fuel"referstoallfueloi!products used for space heating,electrical generation,and heavyequipmentoperation.The participants in the project include the lIgiugig VillageCouncil(IVC)and the Lake and Peninsula School District (LPSD). On Wednesday and Thursday,August 1 and 2,2001,David Lockard of theAEA/REG and John Dickerson of AE&E performed a site visit and met with localresidents,school district officials,and community leaders to discuss the project. Information was obtained from the following individuals: e Michael Andrew Jr.,Igiugig Village Council 533-3217 e Dan Salmon,Igiugig Village Council 533-3217 e Dennis Niedermeyer,Business Manager,LPSD 246-4280 Prior to the field investigation,available information was obtained and analyzed,including aerial photographs,community profile,survey plats,engineeringstudies,Corps of Engineers Wetlands and flood information,and other relevantdata.. 1.1.Code Analysis Prior work performed by the State of Alaska Division of Energy (DOE)included acodeevaluationofexistingfacilitiesandpreparationofadatabasesummarizingresults.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 notwithinaproperliquidtightsecondarycontainmentsystemofadequatecapacityasrequiredbytheFireCodeandEPAregulationsandsomeofthetankshavenocontainment. e No Security Fence -Many of the tanks are located in the communityproperandinareasofhighvehicleandpedestriantrafficwithoutanysecurityfencing.This presents an extreme hazard to the community withchildrencommonlywalkingandplayingaroundthetanks.It also greatlyincreasesthechanceofaspillorfireduetovandalismandtheftwhen unattended. e Improper Tank Foundations -Several of the tanks are installed on improper foundations,In violation of the Fire Code. e Improper Piping and Valves -Existing piping systems are a combinationofthreadedsteelpipeandrubberhose.Many of the valves are made ofbronze,in violation of the Fire Code,and appear to be worn out. Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering e Dispensing From Above-Ground Tanks Without Protective Systems -State Fire Marshall requirements stipulate protective devices and pipingsystemstolimitthequantityoffueldirectlyconnectedtothedispensersandtopreventagravitydischargeoffuelintheeventofafailureofthe dispenser or piping.No protective devices are installed. e Improper Setbacks for Dispensing Tanks -State Fire Marshall requirements stipulate setback requirements from property lines andbuildingstodispensingtanksanddispensers.The current dispensingfacilitydoesnotmeettheserequirements. e Wiring Not in Compliance With National Electrical Code -The wiring forthedispensersdoesnotmeetcodeandpresentsapotentialexplosion/firehazardforemployeesandcustomers. The combination of deficiencies poses a significant threat to public safety andtheenvironment.A major project is required to construct a new Village-owned,code and regulation compliant tank farm to meet the long-term needs of Igiugig. The concept design for the new facility has been prepared to meet current codeandregulatoryrequirementswhichinclude: e The 2000 Edition of the International Fire Code,including State of AlaskaAmendments e The 1999 Edition of the National Electrical Code e 40 CFR,Part 112.1-12,U.S.Environmental Protection Agency Spill.Prevention Requirements including pending Revisions e 33 CFR,Part 154.30 &154.1030,U.S.Coast Guard Spill PreventionRequirements The design also incorporates appropriate industry standards such as National Fire Protection Association (NFPA)and American Petroleum Institute (API)aswellasprovenmethodsandmaterialsthathavebeenusedsuccessfullyonotherruralbulkfuelfacilitiesinsimilarlocationsandclimates. 2.0 EXISTING FUEL STORAGE FACILITIES -FUNCTION AND CAPACITY Igiugig is accessible by fuel barge except during years with unusually low waterlevelsintheKvichakRiver,which has occurred as recently as 1997 and 1998.There is a State owned and maintained 3,000 foot long runway,making itpossibletoalsoreceiveairplanebulkfueldeliveries.Yukon Fuel Company andEvertsAirFuelarethetwoprimaryfuelsupplierstoIgiugig.The Yukon FuelCompanybargedeliveryhoseconnectsdirectlytothemanifoldinTankFarm#1 for bulk transfers of diesel.Much of the unleaded gasoline and avgas as well asemergencydeliveriesofdiese!fuel is flown in by Everts Air Fuel.The Villageoperatesafueltruckthatisusedforbulkfueltransfersfromtheairplanes.Thefueltruckisalsousedtodistributefueltoresidentialhomesandcommunitybuildings,including the school. There are currently two significant tank farms in Igiugig.Tank farm numbers below correspond to the numbers assigned in the Rural Energy Programs/AEAdatabase.The net fuel storage capacity,based on 90%of gross tank shell 2 Igiugig Bulk Fuel Consolidation &Upgrade DRAFT Concept Design Report November 5,2001 Alaska Energy and Engineering capacity,is provided for the various products used for each entity in the followingtable: EXISTING NET*FUEL STORAGE CAPACITY Facility Avgas Unleaded Gas Diesel Fuel IVC (#1)4,500 gallons |6,750 gallons 52,550 gallons LPSD (#2)5,400 gallons IVC Avgas Tank (#3)|Moved to #1 site IVC Landfill Tank 27,000 gallons Total 4,500 gallons |6,750 gallons 84,050 gallons *Net capacity is based on 90%of tank shell dimensions to account for actual useable fuel in the tank. 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: IVC -Tank Farm (#1).The Igiugig Village Council owns this tank farm.The facility consists of three vertical and eleven horizontal welded steel storagetanks.Three like-new 8,200 gallon skid-mounted horizontal tanks and three old 10,600 gallon vertical BIA-style tanks are used by the village council toprovidediese!fuel for village electric power generation as well as for bulk transfers.These six tanks are connected by a welded steel fill/Awithdrawalmanifoldandarecontainedwithin2separatelined,liquid tight dikes.Bulktransfersaremadefromthecommonheaderwithacentrifugalpumpandcustodytransfermetermountedinasecure,covered enclosure adjacent tothetankfarm.The remaining eight horizontal tanks range from 500 to 5,000gallonsingrossshellcapacity,most of which have no secondarycontainment.These tanks provide for additional storage of diesel fuel,gasoline,and avgas for the community.Four of these tanks are used to storedieselfuelandareconnectedtoa1”threaded steel distribution header.An underground 1”threaded steel distribution pipeline connects to the header and runs approximately 120'to the washeteria.The other four tanks are used for storing and dispensing unleaded gasoline and avgas.Smallportablepumpsareusedtodispensefuelfromthetopofthesetanks.Dieselfuelisdeliveredtothistankfarmdirectlyfromthefuelbargehoseorbytankertrucktransfersfromairplanedeliveries.The tank farm is located in the center of the community,near the power plant,which supplies waste heat to the nearby washeteria.. LPSD (#2).The LPSD School tank farm was renovated in summer 2000.It is fully code compliant and consists of two 3,000 gallon gross shell capacityhorizontalskidmounteddoublewalltanksinalinedearthenbermdike.The fuel is used to provide space heat and emergency power generation for theschoolfacility.The fuel is purchased from the Village and delivered by tankertruck.This facility,as well as the old abandoned community tank farm,islocatedontheschoolsite.The LPSD currently owns this facility and thesurroundingproperty.LPSD Business Manager Dennis Niedermeyer hasstatedthattheschooldistrictwouldmakethepropertyavailabletothevillageforconsolidationofcommunityfuelstorage. 3 Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering e IVC Airport Tank (#3).Moved to Tank Farm #1 site. e IVC Landfill Tank.There is one stand-alone 30,000 gallon gross shellcapacityhorizontal,welded stee!tank located at the old land fill site.Thetankisaheavywalldomed-end ex-military tank that had previously beeninstalledbelowground.It is used for temporary storage of village fuel afterbargedeliverieswhenadditionalcapacityisrequired.There is no secondarycontainment. e IVC Old Abandoned Community Tank Farm.There is a small dike near the existing LPSD tank farm (#2)that used to serve as the community tankfarm.It consists of one horizontal and three vertical (BIA style)tanks ofapproximately5,000 gallon gross shell capacity each.The tanks have notbeenusedforyearsandarereportedtobeempty. e IVC Propane Dispensing System.The community operates a small propane dispensing facility that is currently adjacent to the power plant.Thefacilityconsistsoffour1,500 gallon capacity dispensing tanks on a steelframeplustwo1,600 gallon capacity portable tanks that are used to transfer propane in bulk into the dispensing tanks.While propane is not part of thebulkfuelprojectscope,the community has indicated a desire to relocate the propane system to the new tank farm.To ensure proper planning for codecomplianceandcoordination,the propane system must be considered. 2.1 Existing Equipment Suitable for Reuse The three existing code-compliant 8,200 gallon single wall horizontal skidmountedVillageCounciltankswillberetainedforuseasdispensingtanks.Thetwoexisting5,000 gallon Village Council gasoline tanks will be retained for useasoilspillcontingencystorage.The entire existing LPSD tank farm including thedike,fencing,tanks,valves,appurtenances,manifold,and distribution pipeline totheschoolmechanicalbuildingwillremaininservicewithoutmodification.The rest of the tanks and associated piping systems in Igiugig would not be cost effective to renovate or reuse. 2.2.Demolition of Existing Tanks The scope of this project will also include removal from service of all public-owned tank farms that are no longer required.The tanks at the Village Counciltankfarm(#1)will be drained of product,the piping will be removed,and the tankconnectionswillbepluggedorblindflanged.Demolition and disposal of thesetanksplustheoldcommunitytanksneartheschoo!will be coordinated by theAlaskaDepartmentofEnvironmentalConservationaftercompletionofthenew bulk fuel project. Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering 3.0 CURRENT FUEL CONSUMPTION Annual fuel consumption information was obtained for each facility from 1997 topresent.The following table shows the estimated average throughput of eachproductbyfacility. CURRENT ANNUAL FUEL CONSUMPTION Facility Unleaded Gas |Diesel Fuel in Avgas ininGallonsGallonsGallons LPSD 10,000 IVC Tank Farm (1)15,000 35,000 3,400 Total 15,000 45,000 3,400 (1)Includes power plant,washeteria,village office,&retail sales. 3.1.Planned Infrastructure Improvements It is important to evaluate the impact of recent installations and planned near-term infrastructure improvement projects on existing utility systems.Schooladditions,water and sewer expansions,new homes,as well as other communityimprovementsallcanadverselyimpacttheadequacyofexistingutilities.Several projects completed during summer 2001 will also effect near-term fuelconsumptioninIgiugig.The following infrastructure projects have been identifiedforthecommunityofIgiugig. New Subdivision/Housing -A 17 parcel subdivision located along the newlandfillroadextension,including electrical service and road access to each parcel,was completed during summer 2001 by the Village.Several parcels havealreadybeensold,both to residents and non-residents.Funding has beenrequestedfortheconstructionoffournewHUDhomestobecompletedby2008.It is difficult to predict the total impact that the new subdivision will have on housing construction in Igiugig.For the purposes of this report it is assumed thattheconstructionofnewresidencesandrecreationalcabinsontheseparcelsinadditiontonormalgrowthcouldincreaseannualvillageheatingfuelconsumptionbyasmuchas10,000 gallons within the next 10 years. Electrical Service Expansion/Landfill -A new buried 3-phase electricaldistributionsystemwasinstalledalongsidethenewroadduringsummer2001.Itservicesthenewsubdivisionandextendstothenewlandfillsite,to be completed during summer 2002.LPSD converted the school from propane toelectriccookingappliancesthissummer.Service was also provided to a newtelephoneequipmentbuildingandtwoadditionalhouses.This has resulted in anincreaseofover30%in the peak electric demand and a smaller but still significant increase in the total power generated and fuel used.Future loadincreaseswillcomefromnewhomesinthenewsubdivisionandarealightingatthenewlandfill.It is estimated that over the next 10 years the power generationwillincreasebyapproximately50%with a resulting increase in diesel fuelconsumptionofapproximately10,000 gallons from the present level. November 5,2001 Alaska Energy and Engineering Igiugig Bulk Fuel Consolidation &Upgrade DRAFT Concept Design Report Proposed Village Fuel Dock -The design of a Village owned and operatedboatandfloatplanefueldockontheKvichakRiverinIgiugigiscurrentlybeingdeveloped.This facility will serve area residents as well as several lodges andguideserviceslocatedonLakeIliamnaandtheKvichakRiverinthevicinityofIgiugig.The village of Igiugig is the only current retailer of marine and aviationfuelintheareaandthisfacilityislikelytoincreasesalessignificantly.A 50%increase in unleaded gasoline sales over the next 10 years would result in anincreasedthroughputof7,500 gallons of unleaded gasoline annually.A 100%increase in avgas sales over the next 10 years would result in an increasedthroughputof3,400 gallons of avgas annually. 3.2.Tank Capacity Requirements The tank farm must be designed to meet the combined needs of all users with sufficient capacity to accommodate future growth.The following table comparesthecombinedannualuseofeachproducttotheproposednetuseabletank capacity for the new facility: CONSUMPTION VERSUS CAPACITY Product |Current Future Est.Proposed Net |ProposedAnnualUse|Annual Use Capacity in Gross CapacityinGallonsinGallons(1)|Gallons (2)in Gallons Diesel 45,000 65,000 66,150 73,500 UnleadedGasoline 15,000 22,500 23,580 26,200 Avgas 3,400 7,200 14,760 16,400 Project Total 104,490 116,100 (1)Estimated future use based on planned development. (2)Net capacity (90%of gross shell capacity) These quantities do not include the 6,000 gallon gross capacity LPSD schooltankfarm,which will continue to store diesel fuel for school space heating andemergencypowergeneration.When calculating village tank farm capacityrequirements,it was assumed that the entire 10,000 gallon LPSD annual fuelusewillbesuppliedfromthevillagetankfarm.However,it is likely that theschooltankswillbefilledduringbargedeliveries,thus providing some excesscapacityforvillageuse.These quantities should be adequate to meetreasonablefuturegrowthrequirements.If avgas sales prove to be better thanforecast,there is adequate room in the dike for an additional 12,000 gallonavgastank.Should future demand exceed this capacity for any product,annualdeliveriescanbesupplementedbyoccasionalairplanedeliveriesasrequired. Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering 4.0 PROPOSED FACILITY DESCRIPTION The proposed new consolidated bulk fuel storage facility will provide room forstorageofalldieselfuelrequiredforvillagespaceheating,heavy equipmentoperation,and electrical generation as well as gasoline for retail sales.Thedesignprovidesforanewearthenbermdiketocontainallofthebulkstorageanddispensingtanks.A security fence will enclose the dike.A single productdispenserwillbelocatedinasecurityenclosureapproximately40'east of thedike.A diesel fuel,unleaded gasoline,and avgas bulk transfer facility withsecondarycontainmentwillbelocatedonsiteforfillingfueltrucksandportabletanks.The tank farm will contain three existing 8,200 gallon tanks,one used for gasoline dispensing and the other two used for avgas bulk storage and futuredispensing.There will also be three new 22,300 gallon diesel bulk storage tanksandonenew18,000 gallon gasoline bulk storage tank.As mentionedpreviously,there will be adequate space for the future installation of a 12,000gallonavgasbulkstoragetank,should future avgas sales quantities require it. Space has been provided for installation of the existing village propane storageanddispensingfacility.Relocation and installation will be performed by others. A new 6,000 gallon double wail tank with overfill protection will be installed next to the marine header at the power plant to serve as an "intermediate”tank for village power generation. A new 600 gallon single wall tank will be installed adjacent to the washeteria and plumbed to the existing boilers. The existing 6,000 gallon capacity LPSD school tank farm will not be impactedbythisprojectandwillcontinuetogetallfueldeliveriesfromthevillagetankertruck.; As mentioned previously,a new fuel dock to service floatplanes and river boats on the Kvichak River at Igiugig is now under development.Provisions will bemadeinthetanks,piping and controls of the new consolidated tank farm to allow for the installation of future avgas and unleaded gasoline dispensing pumps toservicethenewfueldock.; 4.1 Tank Farm Site The consolidated tank farm site is located within the northeast corner of Tract E, Alaska State Land Survey No.91-111,Plat No.92-6,dated November,1991.A Certificate to Plat was prepared by Pacific Northwest Title of Alaska on October 8,2001.It establishes that the consolidated tank farm site belongs to the LakeandPeninsulaSchoolDistrictandthatthefillpipelinerouteandpowerplantsitearevestedintheStateofAlaska,Department of Community and RegionalAffairs,as Trustee.A copy of the Certificate to Plat is included in Appendix C. The schoo!property is currently owned by the School District.LPSD is willing tomakethenewfacilitypropertyavailabletotheKokhanokVillageCouncil.SitecontrolwillneedtobecoordinatedbetweentheVillageCouncil,LPSD,and theDepartmentofEducation.The tank farm site will need to be surveyed and a platprepared. Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering The entire site is over 30'above the level of Lake Iliamna and is not subject toflooding.The site slopes gently to the north.The natural vegetation on theundevelopedportionofthesiteconsistsofwetgrassycoveronwhatisprimarilylowlands.Local soils consist of silt with an average of one foot of organic cover.The majority of roads and buildings have been constructed by placing gravel filldirectlyoverthewetgrassygroundsurface.The existing vegetation at the newtankfarmsitewillbeleftinplaceandcoveredwithawovengeotextilefabricbeforeplacingfill.A minimum 3'deep pad of local pit-run gravel will be placed in8”maximum lifts and compacted to 90%minimum density. 4.2 Secondary Containment The International Fire Code,NFPA standards,and E.P.A.regulations require fueltankstobeinstalledwithinasecondarycontainmentstructurethatiscapableofholdingthecontentsofthelargesttankplussufficientfreeboardtoholdaccumulatedprecipitation.The Lake and Peninsula Borough CoastalManagementPlanrequiresthesecondarycontainmenttobecapableofcontaining115%of the capacity of the largest tank plus 12”of freeboard forprecipitation.Based upon local soils conditions and availability of gravel,anearthenbermwithamembranelinerwasdeterminedtobethemostpracticalmeansofprovidingsecondarycontainment. The new dike is sized to contain 115%of the contents of the largest tank within it(22,300 gallons)plus 14”of freeboard for precipitation.It will be lined with amembranelinercompatiblewithbothdieselfuelandgasoline.A non-woven geotextile fabric will be installed above and below the liner to minimize the risk ofpunctureanddamageanda4”deep layer of gravel cover will be placed over the liner.A 4”deep cellular confinement grid will be installed over the liner on the interior dike walls to hold the gravel cover in place on the side slopes. 4.3.Tanks A total of 6 new tanks will be installed and 3 existing tanks will be renovated and reused.All tanks will be shop built single wall horizontal welded steel tanks built and labeled in accordance with UL 142 with steel saddle and skid foundations. They will be equipped with level gauges,pressure/vacuum whistle vents,emergency vents,manholes,water draws,and flanged _fillAwithdrawalconnections.The tank skids will be placed on 4x12 treated timber mudsills at grade.The timbers will be sized to limit soil bearing pressure to 1,500 poundspersquarefoot. 4.4 Piping/Valves/Pumps/Accessories All 3"above grade piping will be pre-primed schedule 40 black steel.All 2"and smaller above-grade piping will be pre-primed schedule 80 black steel.All below-grade piping will be schedule 80 steel with a high density polyethylenecoatingandcathodicprotection.Above-grade piping will be installed on treated timber sleepers,concrete pads,or supported from tanks and secured with steel pipe straps or strut and pipe clamps.All piping joints will be welded or flangedexceptforconnectionstopumpsandspecialtyvalveswhichmaybethreaded.Sufficient flanged joints will be provided to allow service of pumps and otherdevices.All connections to pumps and tanks will be made with stainless steel flexible connectors.Each isolated section of piping will be provided with pressure relieving devices to account for thermal expansion of product caused 8 Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering by temperature fluctuations.Provisions for movement of the piping caused bythermalexpansionandcontractionwillalsobeincluded.All valves will be steel body industrial grade valves intended for use with fuels.- All dispensing pumps and all transfer pumps that only serve one tank will be submersible style and will be equipped with anti-siphon valves.All transfer pumps that serve multiple tanks (diesel!bulk transfer)will be centrifugal style andwillbeequippedwithnormallyclosedsolenoidvalves.Future dispensing pumpsforthefueldockwillbesubmersiblestyleandwillbeequippedwithanti-siphonvalvesandnormallyclosedsolenoidvalves. A total of three barge fill pipelines will be routed together below grade from a newmarineheader.The 3”diesel fuel pipeline will also serve as a distribution pipeline for transferring fuel from the tank farm to the power plant "intermediate”tank.There will also be a 2”unleaded gasoline pipeline and a 2”avgas pipeline.Steep banks,trails,and other site features make it impractical to extend thepipelinetothebeachontheKvichakRiversoapproximately250'of hose will berequiredforfueldeliveries.The marine header will be installed within an existingsecurityenclosurelocatedadjacenttothepowerplant.The buried pipelines willinitiallyroutenorthoftheexistingsewagelagoonthendownanexistingroadtothenewtankfarmsite.The majority of the pipeline route consists of lowlands and swamp.It will be necessary to prepare an equipment pad for the backhoe along the route prior to excavation.This will be accomplished by placing a layerofwovengeotextilefabricandapproximately2'of local pit-run gravel over theexistingundisturbedvegetation. A service station style single product mechanical dispenser will be installed in a security enclosure.A key-access type inventory control system will be installedtoallowlocalresidentsaccesstogasolinewithoutrequiringaVillageemployeetooverseesales.This system has separate keys for each party (family orbusiness).A key is required to activate the dispensing system.Adjacent to eachkeyswitchisamechanicaltotalizingmeterthatmaintainsapermanenttotalofallfueldispensedbyeachparty. 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, unleaded gasoline,and avgas from the bulk storage tanks.The bulk transferequipmentwillincludecustodytransfermeters,1-1/4"hoses,auto-shutoff bulktransfernozzles,and a static grounding line. An existing 2”welded steel buried pipeline with corrugated HDPE pipesecondarycontainmentwillberetainedandreusedforfueltransfersfromthepowerplant"intermediate”to the power plant day tank.A new power plant daytankwillbeinstalledandwillbeequippedwithasuctionpump,automaticcontrols,and level gauge.The day tank will fill automatically as required to meetpowergenerationdemand.A new actuated ball valve located at the connectiontothe"intermediate”tank will be interlocked with the day tank control panel topreventaccidentaldischarge. 4.5 Security The entire consolidated bulk storage dike will be enclosed by a 6'tall chain linkfencewitha1'high barbed wire top.Two 3'wide access gates will be providedintothefencedenclosure.The bulk transfer area will also be fenced and will be 9 Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering equipped with a 12'wide truck gate.The dispenser will be installed within a poststructurewithconcretefloorslab,metal roof,and full-height chain link fencewalls.A similar security enclosure will be provided for the propane dispenser.All valves will be provided with lockable handles to prevent theft and vandalism. Pump controls will be installed within fenced security areas.Area lightingcontrolledbyphotocellwillbeprovidedatthedispensers,pump controls,anddikeforsecurityandspilldetectionandtoenhancewinteroperation. 5.0 PROPOSED OPERATING SCENARIO AND SPILL RESPONSE The proposed consolidated facility is located on property currently owned byLPSD.The LPSD is not a participant in this project but has expressedwillingnesstotransferaportionoftheirpropertytotheIgiugigVillageCouncilfor_the tank farm if this proposed site is deemed to be the preferred location. The Igiugig Village Council will be the only participant and will be responsible for-management of the new consolidated community tank farm.Managementresponsibilitiesinclude:daily operations;maintenance of all tanks,pumps,andpipingsystems;removal of storm water from the dikes;annual pressure testingofpipelines;maintenance and replacement of spill response equipment andsupplies;and snow removal. These operating costs should be determined on a per gallon of throughput basis(as part of the required Denali Commission Facility Business Plan)and the priceoffue!adjusted to cover the facility operating costs. Because the new facility will have oil storage tanks in excess of 660 gallons andwillreceivedeliverybymarinevessel,it will be subject to U.S.EnvironmentalProtectionAgencyandU.S.Coast Guard regulations.An Operations Manual and a Letter of Intent will need to be prepared and submitted to the Coast Guard. An Oil Spill Response Plan will need to be prepared and submitted to both the Coast Guard and the EPA.The facility will also require preparation of a SpillPreventionControlandCountermeasures(SPCC)plan.Spill response gear,including sorbent material,protective safety gear,and possibly containment boom will need to be purchased.The two existing 5,000 gallon Village gasolinetankswillbeplacedinthevicinityofthenewconsolidatedfacilityanddedicatedtospillcontingencystorage. 6.0 PERMITTING An Environmental Assessment (EA)will need to be completed prior toconstructionoftheproject.An EA is required for all projects that require afederalpermit(such as a Corps of Engineers Wetlands Permit)or are federallyfunded.The EA confirms there is no significant impact to the environment caused by the project.As part of the EA,a Coastal Zone Management ProjectQuestionnairewillbecompletedandsubmittedtotheDivisionofGovernmental Coordination and the Lake and Peninsula Borough.A Corps of EngineersWetlandspermitwillberequiredforconstructionoftheconsolidatedtankfarm.This project should qualify for review under the Department of the Army GeneralPermit96-07 for village bulk fuel facilities.The general permit streamlines the approval process.Similar projects have been permitted in less than two monthsunderthegeneralpermit. 10 Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering A Development Permit will be required from the Lake and Peninsula Borough toconstructtheconsolidatedtankfarm.This permit usually requires a publichearingandwaitingperiod.The process is expected to take approximately 3monthsandshouldbegininFebruarytoensurecompletionintimeforspringconstruction. A Plan Review permit from the State Fire Marshal is required.Final stampeddesigndrawingswillneedtobesubmittedforreviewandapprovalpriortoconstruction.Site preparation work may be initiated prior to receiving approvalfromtheFireMarshal. The fill pipeline will be routed on Tracts D,G,and H of Alaska State Land SurveyNo.91-111.An easement from the State of Alaska,Department of CommunityandRegionalAffairs(Trustee)will be required. The Coast Guard and EPA required plans mentioned previously will be prepareduponcompletionoffacilityconstruction. 7.0 CONSTRUCTION PLAN The AEA/REG has a history of administering similar projects on a "modified"force-account basis.Force-account construction involves the owner or granteeactingasthegeneralcontractorandutilizingprimarilylocallabor.This methodtendstoachieveahigherpercentageoflocalhireandisstronglysupportedbymanycommunitiesandfundingagencies.The highly technical nature of tankfarmprojectsrequiresalimitednumberofworkerswithspecificexperienceandexpertisetobebroughtinfortheprojectwhennotavailablelocally.All workmustbesupervisedandmanagedbyasuperintendentwithextensiveexperienceintheconstructionofruralfuelfacilities.All specialty work,such aspipeweldingandelectricalinstallationmustbeperformedbyskilledcraftsmenwithappropriatecertifications.An experienced construction manager will berequiredtorecruitthenecessaryskilledlabor,coordinate the construction team,and oversee procurement and project logistics.The design engineer will providequalitycontrolthroughcommunicationwiththeconstructionmanagerandperiodicon-site inspections. liamna Lake Contractors (ILC)is an Igiugig Village Council-owned generalcontractorwithexperienceincivil,mechanical,and electrical projects.TheyrecentlycompletedconstructionofbulkfuelstoragefacilitiesforLPSDschoolsinIgiugig,Kokhanok,Port Alsworth,and Levelock.ILC owns a 60'x30'barge (flexi-float)with a capacity to haul 250,000lbs to locations throughout the LakelIliamna/Lake Clark area.They are very interested in taking an active role in theconstructionoftheIgiugigfacility,as well as any other proposed bulk fuelfacilitiesthatareconstructedintheregion. 11 Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering 7.1.Local Job Skills A request was sent to the community for information regarding the availability ofspecialtyskilledlaborinIgiugig.The following table summarizes the results: Skilled Trades Number Available Project Superintendent 2 Certified Welder 1 Welder Helper 1 Journeyman Electrician 2 Journeyman Carpenter 1 Heavy Equipment Operator 13 Dump Truck Driver 13 Heavy Equipment Mechanic 2 In addition to the specialty trades listed,there are a number of experiencedgenerallaborers.It appears that the community has essentially all of theexpertiserequiredtocompletetheprojectprovidedtheyareavailableatthetimerequiredfortheproject.Possibly one additional certified welder with extensivepipefittingexperiencemayneedtobebroughtintoIgiugigfortheproject. 7.2 Local Equipment a inventory was performed on local heavy equipment as listed in the followingtable: Unit Model #Serial #Owner 1999 22yd Caterpillar ArticulatingEndDumpTrucks(2 each)D300E - ILC 2000 10yd International Harvester Dump Truck Le 1999 Caterpillar Dozer D6RXL ILC 1983 John Deere Dozer with Backhoe Attachment (2 each)450 ILC 1983 John Deere Loader 544C ILC 2000 Caterpillar Loader 950G ILC 1998 Caterpillar Excavator With Thumb Attachment 330 ILC 1993 Poclain Excavator 220 ILC 1973 Cemco Rock Crusher Turbo 54 ILC Pioneer Rock Screening Plant ILC 1997 Champion 10 TonCompactor 10T ILC 1997 Mack 8 Yard Cement Truck ILC 1998 Lincoln Ranger 9 Arc Welder ILC 2000 Pow Con Arc Welder ILC 12 Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering The equipment is all in good to excellent condition.Other equipment is availableforrentinothercommunitiesonLakeIliamnaandcanbetransportedtoIgiugigontheflexi-float barge that ILC operates seasonally on the lake. 7.3 Material Sources Pit run gravel is available from a local gravel pit near the Igiugig airport..TheBristolBayNativeCorporationownstherightstothegravelandhascharged$3/cubic yard in the past.Crushed and screened gravel is available from ILC. 8.0 SCHEDULE The construction schedule must take into account freight options,fuel deliveryschedule,and other factors.Line-haul barge deliveries originating in Seattle orAnchorageanddeliveringtoportsinBristolBaydonotusuallymakeitintoLakelliamnauntilearlyAugust.If water levels in the Kvichak River are low,such as in 1997 and 1998,there is a risk that materials delivered via this route would not be deliverable to Igiugig that year.Materials and equipment less than 12'in width can be trucked from Williamsport on Cook Inlet to Pile Bay on lliamna Lake and thenmovedtoIgiugigontheflexi-float barge operated by ILC.This route would beavailableassoonastheiceisoutonlliamnaLake,usually by late May or earlyJune.Smaller materials can be brought directly to Igiugig by freight aircraft (Herc,Casa,DC-3,or Caribou).Barge fuel deliveries typically occur from mid-AugustthroughtheendofSeptemberandaircraftfueldeliveriesoccuryear-round. Weather is generally best for construction in spring and early summer.TheschedulecallsforsiteworktobegininMaywithfullprojectmobilizationbyearlyJune.The tank farm should be substantially complete and functional by mid-September and all punch list items should be completed by the end of September.FEBMARAPRMAYJUNJULAUGSEPOCTNOVDECPH.ll TASKS (2002) 95%DESIGN Xorernren x REVIEW xX FINAL DESIGN XX PH.lll TASKS (2002) PERMITTING A anennnnnnnncennneneX ORDER TANKS XX ORDER REST OF MATL'S Xon=-X TANK FARM SITE/DIKE XeoeneeX PIPELINE Xnom=X PLACE NEW TANKS XX PIPING,DISPENSER,ETC.XecennennaeX FENCE,ELECTRICAL,ETC.XoraX PUNCH LIST COMPLETION X--X SPILL PLANS &CLOSE OUT Xnmnnenneenen=X 13 Igiugig Bulk Fuel Consolidation &Upgrade November 5,2001 DRAFT Concept Design Report Alaska Energy and Engineering 9.0 COST ESTIMATE The construction cost estimate has been developed based on a "modified"force- account approach utilizing a combination of local labor,certified craftsmen,and specialty sub-contractors under the direction of an experienced superintendent.Labor rates are based on Title 36 equivalent wages for certified specialty laborandprevailinglocalforce-account wage rates for general labor and equipment operation. The total project cost including all design,supervision,inspection,permitting,anda20%contingency is estimated to be $1,282,599 which equates to a unit cost of$13.64 per gallon based on a net storage capacity of 104,490 gallons.*. 14 APPENDIX A PRELIMINARY DESIGN DRAWINGS FUEL BARGE LANOING AREA TANK V9 AT WATER PLANT EXISTING 1”BURIED PIPELINE ATER PLANT TO BE ABANDONED OWER PLANTNEWMARINEHEADERTOBELOCATED IN EXISTING SECURITY ENCLOSURE NEW 6,000 GALLON POWER PLANT INTERMEDIATE TANK VB -SEE DETALS 3/M3 &4/M3 |eurieD 3°Diesel,2”UNLEADEDGASOLINE,&2°AVGAS FILL PIPELINES ec en ewe eeeeetaeSEESHEETM2FORCONSOLIDATEDaa-a eoeTANKFARMSITE/GRADING PLAN \EXISTING VILLAGE TANKS TO BE -TAKEN OUT OF SERVICE EXISTING LANOFILL TANK TO BE TAKEN OUT OF SERVICE SETBACK/SEPARATION REQUIREMENTS: THE CONSOLIGATED TANK FARM WILL PERFORM THREE FUNCTIONS BULK STORAGE,BULK TRANSFER,AND DISPENSING. ALL TANKS ARE INSTALLED ABOVE GROUND.TO COMPLY WITH THE REQUIREMENTS OF THE UNIFORM FIRE CODE, 13 AAC $0.025(42),AND MEMORANDUM OF AGREEMENT 2195027 THE FOLLOWING MINIMUM CLEARANCES ARE REQUIRED: 10"FROM THE DISPENSER TO ALL BUILDINGS ANO PROPERTY LINES. 20"FROM THE DISPENSER TO FIXED SOURCES OF IGNITION. Sc'FROM THE DISPENSER TO ALL UNPROTECTED TANKS. 50'FROM THE DISPENSER TO THE BULK TRANSFER AREA 50'FROM UNPROTECTED DISPENSING TANKS TO THE NEAREST IMPORTANT BUILDING OR NEAREST SIDE OF A PUBLIC WAY. 100°FROM UNPROTECTED DISPENSING TANKS TO THE NEAREST PROPERTY UNE WHICH IS OR CAN BE BUILT UPON. S'FROM PROTECTED CISPENSING TANKS (6,000 GAL MAX)TO THE NEAREST IMPORTANT BUILDING OR NEAREST SIDE OF A PUBLIC WAY.: "15'FROM PROTECTED DISPENSING TANKS (6,000 GAL MAX)TO THE NEAREST PROPERTY UNE WHICH IS OR CAN BE BUILT UPON. 30”FROM 751-12,000 GAL BULK STORAGE TANKS TO THE NEAREST PROPERTY LINE WHICH IS OR CAN 8E QUILT UPON, 40°FROM 12,001-30,000 GAL BULK STORAGE TANKS TO THE NEAREST PROPERTY LINE WHICH IS OR CAN BE BUILT UPON. 60'FROM 30,001-50,000 GAL BULK STORAGE TANKS TO THE NEAREST PROPERTY LINE WHICH IS OR CAN BE BUILT UPON. 25°FROM THE BULK TRANSFER HOSE STANO TO THE NEAREST TANK,THE NEAREST IMPORTANT BUILDING,THE NEAREST PROPERTY LINE WHICH IS OR CAN BE QUILT UPON,COMBUSTIBLE MATERIALS,AND FIXED SOURCES OF IGNITION. DISTANCE MAY BE REDUCED TO 15'IF NOT USEO FOR TRANSFER OF CLASS |LIQUIDS. TANK SCHEDULE (CAPACITY IN GALLONS) NEW |PREVIOUS|TANK SIZE |CATEGORY|TYPE |DIESEL {GASOLINE |AVGASOWNER|OWNER GROSS |GROSS |GROSSVILLAGE22,300 |NEW BULK [22,300VILLAGE22,300 |NEW BULK |22,300VILLAGE22,300 |NEW BULK |22,300VILLAGE18,000 [NEW BUL 18,000VILLAGE|VILLAGE 8,200 [EXISTING |DIS!8,200VILLAGE|VILLAGE 8,200 |EXISTING |BULK 8,200VILLAGE[VILLAGE 8,200 |EXISTING [BULK 8,200VILLAGE6,000 |NEW NTER|6,000VILLAGE600|NEW BULK 600 PROJECT TOTAL BY PRODUCT 73,500}26,200 |16,400 PROJECT TOTAL GROSS STORAGE 116,100 PROJECT TOTAL NET STORAGE CAPACITY (90%OF GROSS)104,490 State of Alaska *Departgent of Community and Economic Development*,R Al DEA/AEAx)ural Energy Group -_4p 333 W.4th Avenue,Suite 313 S=ALASKAx*Anchorage,Alaska 99501-2341 PROJECT:IGIUG]BULK FUEL CONSOLIDATION AND UPGRADE mE OVERALL COMMUNITY SITE PLAN,TANK SCHEDULE, &SET BACK REQUIREMENTS ALASKA ENERGY AND ENGINEERING,INC P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 ORAWN BY:JD SCALE:1"=100°FILE NAME:IGIUBFM1 SHEET:oF OESIGNED BY:BCG OATE:11/5/01 PROJECT NUMBER:01-0909613 M 1 /a "a .aif= RE-ROUTE EXISTING -eXSTNGeeTRAILAROUNDTANKFARMROAD,TYP>,Y INSTALL NEW CULVERT,TYP ,y/hy ' Yan Yj!BOUNDARY OF SCHOOL é 4saSITE.PROPERTY,TYP i Y p/a /"_.ae /EXISTING 1,500 GAL PROPANE -J SJ /Uy a /|.ene 10 he Soe " RECOVERED PROPERTY CORNER,TP |!h hi :{PROPOSED NEW PROPERTY AND PIPED TO NEW - -LF ,|UNE TO SEPARATE DISPENSING SHELTER _|Mis DIESEL,2”:CONSOUDATED TANK FARM BY OTHERS,TYP(4)EXISTING Wy UNLEADEDSITEFROMSCHOOLSITEnanan|1,600 GAL |Y |]GASOUNE,&2°|.L "WOBRE :|YY D |ces RIED -PEELE LLL 11 3 |gf yeneS |. K,: 59 .WUUU UU ne)Y ||FUTURE 2”UNLEADEDGASOLINE&2”AVGASso.4A ||euRieD Cr .-TOP OF DIKE "2 fh:PIPELINES TO ||-"eL 38.3 "|/VA ||||MARINE.PISPENSERaaw-"-Po.ENCLDSURES I |- 5 -oo wi FOR |GASOUNE ,Y to OF NF |AND PROPANE ||; S 1)Fr SINRS 'DISPENSERS | _-we FLOOR OF DIKE H 7 |sasha!]; .N EL 36.0"\4 /Vatau I---a it mi SLAFre.,|\|ABANDONED.COMMUNITY NN SEE SHEET [T]fr TANK FARM -NO WS FOR =|IWORKTHISPROJECTNDETATST*\| _\"7 ORREA |Iao™ ' |,SN i}oa;S _ /™..=a]'a ra/*\ If Nt .,: \i LA L.ROAD RIGHT-|. _,OF-waAY,TP"S,EXISTING SCHOOL +S 1)TANK FARM -NO _|WORK THIS PROJECT )\rm :ACROSS TRAIL AT 4 |vy '_/>TOE OF DIKE ,UNDERGROUND" N y-ELECTRIC POWER ' UNE,TYP | | | MeaTSS! TEM-FINISHED FLOOR S/SWNSCHOOLEL39.6 a . \ \ \SCHOOL N +\>.''\1 "e .. N- '\S ™7 ee -7 \\x.3 i \\-.24 if \\vy\-TF \\\',-1 /yi \\van . (-1.\SCHOOL/TANK FARM AREA SITE/GRADING PLAN a =TT (M27 17=20" f--BARBED WIRE TOPA TOP OF DIKE,ELEVATION=38.3°----6"HIGH CHAIN-UNK FENCE FABRIC HOOK LINER &GEOTEXTILE INTO TRENCH AT TOP OF DIKE ALL AROUND TOP OF UNER,ELEVATION=38.0° 4°DEEP CELLULAR CONFINEMENT SYSTEM OVER UNER & GEOTEXTILE ON INSIDE SLOPE OF DIKE &OVER TOP,-_STRETCH DOWN SLOPE TO TOE OF DIKE &FILL WITH GRAVEL 2 4 GRAVEL COVER OVER LINER FINISH GRADE INSIDE DIKE=36.0° INSTALL FENCE POSTS THROUGHJCELLULARCONFINEMENTGRID MENBRANE UNER WITH GEOTEXTILE SAS REP aPC Oot FABRIC ABOVE&BELOW,ELEV=35.7°Tet ae iPITRUNGRAVELFILLCOMPACTEDeeteaeTO90%MIN DENSITY Te aa ae EXISTING GROUND SURFACE ELEVATION cee ey2 :o farceVARIESFROM30'TO 33".PLACE woven GLEE Tr to nd GEOTEXTILE FABRIC OVER GROUND cli=s SURFACE PRIOR TO PLACING FILL (2 TYPICAL DIKE SECTION\M2/NO.SCALE 1-1/2"SCH 40 STEEL PIPE HANORAL,36”Hi EACH SIDE OF STAR } tzo=612x207 BOLT STRINGERS |INGER TO SUB 12 7 2 rae| 11=3/4°x1-1/2°x3'-0"Lc14 GAUGE GALY GRIP STRUTTREAD,SET ON U1=1/2°x1-1/27x3/16"x12°L ATEND,WELD ANGLE TO STRINGER &TREAD TO ANGLE (3.\TANK FARM STAIR SECTION(M27 wo SCALE so GRADE rune TAPE 90% CADWELD LEAD WIRE TO FUEL PIPE 3'_MIN 5)MAX NOTE:FOR MULTIPLE PIPES PROVIDE ONE ANODE FOR EACH PIPE. (4 BURIED PIPE INSTALLATION\MZ/No SCALE ANODE REDUCED PLOT -1/2 SCALE PRELIMINARY -NOT FOR CONSTRUCTION State of Alaska *Departgent of Community and Economic DevelopmentxyAIDEA/AEAABNRuralG333Soarwere,Suite M13 y =ALASKA*Anchorage,Alaska 99501-2341 PROVECT:KOKHANOK BULK FUEL STORAGE CONSOLIDATION &UPGRADE TITLE:SCHOOL/TANK FARM AREA ENLARGED SITE/ GRADING PLAN,SECTIONS,&DETAILS ALASKA ENERGY AND ENGINEERING,INC P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100 PLE MME:IGIUBFM2 we oFPROWECTMUNBER:Oy-99-9613|MZ.3 DRAWN BY:Pi]SCALE:AS NOTED OESIGNED BY:BCG DATE:11/5/01 e GENERAL NOTES: ! -5 . aDnt.THE NET OIKE CAPACITY {S 63,000 GALLONS -115%OF THE VOLUME OF THE LARGEST TANK PLUS 14”FREESOARD FOR PRECIPITATION. 2.EXISTING TANKS V5-V7 (NEW 1996)AND NEW TANKS VI-V4 ARE OF SINGLE WALL WELDED STEEL CONSTRUCTION MANUFACTURED &LABELED IN ACCOROANCE WITH UL STANDARD 142.: 3.DIKE DRAINAGE.IS BY PORTABLE PUMP LOCATED OUTSIDE OF DIKE AND OR SYPHON HOSE WITH HAND PRIMING PUMP. 4,PROVIDE PROOUCT IDENTIFICATION LABELS AND TANK NUMBERS ON ALL TANKS.PROVIDE KEYED-ALIKE BRASS PADLOCKS ON ALL VALVES ANO FENCE GATES.; PUMP SCHEDULE Lge PpFUNCTION STYLE MOTOR PI OIESEL TRANSFER TO POWER PLANT CENTRIFUGAL |2HP,250VP2DIESELTRUCKLOADINGCENTRIFUGAL|ZHP,230V P3 GASOLINE TRUCK LOADING SUBMERSIOLE |3/4HP,230V Pe GASOLINE BULK TRANSFER SUBMERSIBLE [3/4HP,230V PS GASOLINE DISPENSING SUBMERSIBLE |3/4HP,250V 6 AVGAS TRUCK LOADING SUBMERSIBLE |3/4HP,250 e7 FUTURE GASOLINE MARINE DISPENSING |SUBMERSIBL |3/4HP,230V Pa FUTURE AVGAS MARINE DISPENSING SUBMERSIBLE |3/4HP,_230V 3"DIESEL BARGE FILL &POWER PLANT DISTRIBUTION PIPELINE 2°AVGAS BARGE FILL PIPELINE 2°”UNLEADED GASOUNE BARGE FILL PIPELINE (-|\ =|2 NEW TANK V1 10'¢x38'L Oo of]HexHcar]O 22,300 GALLONS OC Oe q DIESEL FUEL a &|2”UNLEADED TO DISPENSER aw2$ a a 2 N.LO a Ts TANK V2 = 10'4x38'L Oo off pra 4oO22,300 GALLONS @)Oe q DIESEL FUEL EXISTING TANK V7 -8'0x22"-4°L8,200 GALLONS O PO Pe. AVGAS NS FUTURE PIPING BY OTHERS NEW TANK V3 10'@x38'L EXISTING TANK V6onO22,300 GALLONS @ OS .°effes eet OQ goDIESELFUEL8,200 GALLONS ion AVGAS NEW TANK V4 B27#1 62009'ox38'L SIONS”Loon=0 18,000 GALLONS ©O®?UNLEADSDGASOUNE gO UNLEADED GASOLINE -d =-+ At \"NU 2” 2 ftSfy vA é 2”DIESEL,UNLEADED GASOLINE,tS {' (1-\TANK FARM PLAN &AVGAS TO BULK TRANSFER 2”PRESSURE/VACUUM WHISTLE VENT 8°EMERGENCY VENT f-SPARE 4°BUNG WITH PLUG 24°MANHOLE =: 2”CLOCK GAUGE 2°GAUGE - | € 1"FLANGED WATER ORAW |o-4”BUNG W/PLUG (TYP) 3”FILL.PIPELINE ,TO MARINE eos 1 \SHOP FABRICATED LADDER, BOLT TO PADS SHOP WELDED TO TANK L 3°BOTTOM FLANGE AND FLANGED = BALL VALVE BEHIND ose sg ee t=]p<)Ces Les]CesTes 4x12x12°L TREATED TIMBER MUOSILL,TYP(11)(2\22,300 GALLON BULK STORAGE TANK ELEVATION M37 NO SCALE f .GS zu CLOCK GAUGE (NOTE 3)2°PRESSURE/VACUUM/WHISTLE VENT 2"GAUGE THREADED COUPLINGHATCH2”x 12°NIPPLE NOTE:d ia 2°x18"NIPPLE 6,000 GALLON NOMINAL CAPACITY DOUBLE #PwC i =WALL WELDED STEEL TANK MANUFACTURED &.LABELED IN ACCORDANCE WITH UL 142.PROVIDEtfrtC1SsviREDUNDANTOVERFILLPROTECTIONASINDICATED 2"x8"Ce pus 24°MANHOLE IN ACCORDANCE WITH EPA GUIDELINES FORNIPPLE0.ALTERNATIVE SECONDARY CONTAINMENT SYSTEMS.___|8”PRIMARY EV. ae fl HIGH UMMT CUTOFF SWITCH 8°SECONDARY EL. TT LIMITER ' 4 4°HIGH LETTERING "DIESEL L FUEL 12,000 GALLONS” TYP BOTH ENDS /---3/4"WATER ORAW PIPE IN 2°x3/4"x3/4°---_-- DOUBLE TAPPED BUSHING WITH 3/4”[8'-0"sx17'-O"L_PRIMARY TANK | THREADED BALL VALVE &PLUG ON TOP, TERMINATE WITHIN 1”OF TANK BOTTOM oe .27x24"FLANGED FLEX,247 OVERALL LENGTH|2”DROP TUBE,TERMINATE ..WITHIN 6”OF TANK BOTTOM 2 FLANGED BALL VALVE[-" _4712°12'L TREATED TIMBER ||\.CONNECT TO EXIST,2 V MUDSILL,OT TANK aN |DISTRIBUTION PIPING TO EXIST © J 7 . ' 7 POWER PLANT DAY TANKS LEVEL EXISTING GRAVEL PADC=]«LSJ ws ae al ;e=@ Lesa)a a - 4 a”3 4 a aFg (3.\POWER PLANT INTERMEDIATE TANK INSTALLATION 2”FLANGED CHECK VALVE M3 7 NO SCALE FILL UMITERae2”WELDED STEEL PIPE -- | 1”SOC-O-LET,ai<A»1"THREADED PRV,50 r PSIG SET POINT,TYP(2}q / 1°FLANGED ACTUATOR VALVE -H &BALL VALVE State of Alaska .te Deporyent of Community and Economic DevelopmentDOUBLEUPSTRUT70OFFSET*i .R AIDEAYAEA =PIPE OUT FROM TANK & SECURE WITH CLAMP,TYP if hy 333 W.4th Avenue,Suite 313 4-ALASKA .xk *Anchorage,Alaska 99501-23412°DIELECTRIC ROUGHFLANGE,IGIUGIG BULK FUEL STORAGE CONSOLIDATION &UPGRADE 22"FLANGED FLEX,\-WELD STRUT TO SKID &SECURE |TITLE: 24”OVERALL LENGTH PIPE TO STRUT WITH PIPE CLAMP PIPING PLAN &TANK ELEVATIONS 2”FROM BULK TANKS -SEE SITE PLAN FOR CONTINUATION (4 POWER PLANT INTERMEDIATE TANK END VIEW ALASKA ENERGY AND ENGINEERING,INC P.O.BOX 111405 ANCHORAGE,ALASKA 99511-1405 PHONE (907)349-0100(M37NOSCALE ORAWN BY:wm SCALE:AS NOTED FILE NAME:IGIUBFM3 SHEET:oF DESIG!NED BY:BCG DATE;11/5/08 PROJECT NUMBER:(1 --Q9-9613 M3 3 APPENDIX B CONSTRUCTION COST ESTIMATE "ZOLIDATION &UPGRADE NOVEM.5,2000evessewernuyANDIGIUGIGBULKFUEL. ENGINEERING COST ESTIMATE SUMMARY DRAFT CONCEPT DESIGN REPORT 1.FOUNDATION,DIKE,&SITE $94,380 2.TANKS $183,910 3.PIPING SYSTEM $141,750 14.PUMPS,DISPENSER,POWER,CONTROLS,ETC.$80,395 5.MISCELLANEOUS $36,400 6.OVERHEAD $182,400 7.FREIGHT $149,597 8.CONSTRUCTION SUB-TOTAL $868,832 9.DESIGN AND CONSTRUCTION ADMIN.$100,000 10.CONSTRUCTION MANAGEMENT $100,000 11.PROJECT SUB-TOTAL $1,068,832 42.CONTINGENCY $213,766 20 % 13.TOTAL PROJECT COST $1,282,599 14.TOTAL STORAGE CAPACITY 104,490 GAL.GROSS CAPACITY 94,041 GAL.NET CAPAC.(90%OF GROSS) 15.COST PER GALLON OF NET CAPACITY $13.64 B-1 ALAL.A ENERGY AND IGIUGIG BULK FUEL Cu.wSOLIDATION &UPGRADE NOVEMb-R 5,2001 DRAFT CONCEPT DESIGN REPORTENGINEERINGFORCEACCOUNTCONSTRUCTIONCOSTESTIMATE ITEM QUAN |UNIT}UNIT MATL |UNIT}LAB |LAB}LABOR |CONTR |FREIGHT|TOTAL |UNIT|TOTALCOSTCOST|HRSj|HRS |RATE|.COST COST COST COST WT |WT(#) FOUNDATION,DIKE,&SITE Clear &Prep Site 1|lump $0 $0 40 40]$60|$1,000 $1,000 0 Gravel 3,000|cu.yd|$3.00 $9,000 |0.150 450}$60]$27,000 $36,000 0 Select Gravel (Top Cover Only)300|cu.yd}$4.00 $1,200 }0.500 150}$60 $9,000 $10,200 0 Woven Geotextile (Pad)50,000}sq.ft.$0.05 $2,500 |0.001 50]$60 $3,000 $5,500 |0.04 2000 Non-Woven Geotextile (Dike)25,000]sq.ft.$0.09 $2,250 |0.002 50]$60 $3,000 $5,250 |0.08 2000 Dike Membrane Liner 8,500]sa.ft.$1.30 |$11,050 |0.005 43]$60 $2,550 $13,600 |0.17 1445 8"Cellular Confinement 800|sq.ff.$1.80 $1,440 |0.01 8]$60 $480 $1,920 |0.50 400 4"Cellular Confinement 3,400}sa.ft.$1.05 $3,570 |0.01 34|$60 $2,040 $5,610 |0.35 1190 6'Chain-Link Fence 600}lin.ft.|$10.50 $6,300 |0.50 150}$60 $9,000 $15,300 |15.00 9000 TANKS Drain Existing Tanks 4|ea.$100 $400 10 401 $80 $3,200 $3,600 Drain/Clean/Purge Exist Tanks 3|ea.$100 $300 20 60}$80 $4,800 $5,100 Inspect Exist Tanks for Reuse 3]ea.$0 $0 5 15!$80 $1,200 $1,200 Wash &Prep Exist Tanks 3,000]sq.ft.$0.50 $1,500 |0.03 90]$60 $5,400 $6,900 Paint Exist Tanks 3,000}sq.ft.$0.60 $1,800 |0.05 150}$60 $9,000 $10,800 |0.20 60 Weld Connect on Exist Tanks 10}ea $50 $500 2 20}$60 $1,200 $1,700 20 200 New 22,300 Gal Bulk Tanks 3}ea |$27,500}$82,500 0 0}$60 $0 $82,500 0 New 18,000 Gal Bulk Tanks 1}ea |$22,250 |$22,250 0 0|$60 $0 $22,250 0 New 6,000 Gal Db!Wall Tank 1}ea |$15,000 |$15,000 0 0|$60 $0 $15,000 0 New 600 Gai Single Wall Tank 1]ea $2,000 $2,000 0 0}$60 $0 $2,000 0 New Day Tanks 1}ea |$4,000 $4,000 30 30}$60 $1,800 $5,800 |200 200 Emergency Vents 7|_ea $300 $2,100 2 14]$60 $840 $2,940 75 525 Pressure/Vacuum/Whistle Vents 6|ea $250 $1,500 2 12)$60 $720 $2,220 20 420 Clock Type Gauges 6|ea $280 $1,680 2 12}$60 $720 $2,400 20 120 4x12 Treated Timber Mudsills 750]lin.ft.$4.00 $3,000 }0.10 75]$60 $4,500 $7,500 13 9750 Place 600 Gal Tank 1]ea $0 $0 20 20]$60 $1,200 $1,200 0 Place Intermediate Tanks 1;ea $0 $0 40 40]$60 $2,400 $2,400 0 Place Tanks in Dike 7]ea $0 $0 20 140}$60 $8,400 $8,400 0 PIPING SYSTEM Demolish Old Piping 1]lump $0 $0 |150 150}$60;$9,000 $9,000 0 3"Sch 80 Welded Buried 1,200}lin.ft.$7.00 $8,400 |0.25 300]$60]$418,000 $26,400 10 12000 3”Sch 40 Welded Above Grade 100]lin.ft.$5.00 $500 |0.12 12|$60 $720 $1,220 8 800 2"Sch 80 Welded Buried 2,300}lin.ft.{$4.50]$10,350]0.20 460]$60]$27,600 $37,950 5}11500 2"Sch 80 Welded Above Grade 4,000)jin.ft.$5.00 $5,000 |0.10 100}$60 $6,000 $11,000 5 5000 ALAuiwA ENERGY AND IGIUGIG BULK FUEL Cvu..SOLIDATION &UPGRADE NOVEMB...<5,2001 DRAFT CONCEPT DESIGN REPORTENGINEERINGFORCEACCOUNTCONSTRUCTIONCOSTESTIMATE ITEM QUAN |UNIT|UNIT MATL |UNIT]LAB |LAB]LABOR |CONTR |FREIGHT;TOTAL |UNIT|TOTALCOSTCOST|HRS|HRS |RATE|COST COST COST COST WT |WT(#) 1"Sch 160 Welded Above Grade 100]lin.ft.|$5.00 $500 |0.10 10}$60 $600 $1,100 3 300 Paint Piping 4,000]sq.ft.$0.60 $600 |0.10 100]$60 $6,000 $6,600 |0.20 200 Concrete Support Blocks 25{ea.|$50.00 $1,250 |1.00 25|$60]$1,500 $2,750 13 325 Misc Strut &Pipe Clamps 41 lump |$3,000 $3,000 60 60]$60 $3,600 $6,600 |400 400 Flexible Connectors 26]ea $125 $3,250 1 26]360 $1,560 $4,810 10 260 Manifold &Dispensing Fittings 1}lump |$4,000 $4,000 150 150}$60 $9,000 $13,000 }3000 3000 3"Flanged Gate Valves 1}ea $250 $250 2 2|$60 $120 $370 50 50 2"Flanged Gate Valves 2|ea $175 $350 2 4|$60 $240 $590 50 100 3"Flanged Check Valves 2)ea $200 |-$400 2 4;$60 $240 $640 50 100 2"Flanged Check Vaives 6|ea $175 $1,050 1 61 $60 $360 $1,410 30 180 3"Flanged Ball Valves 3]ea $275 $825 2 6 $60 $360 $1,185 50 150 2"Flanged Ball Valves 12]ea $175 $2,100 1 12|$60 $720 $2,820 30 360 1-1/2"Flanged Bali Valves 2|ea $150 $300 1 2|$60 $120 $420 20 40 {"Flanged Ball Valves 10}ea $100 $1,000 1 10|$60 $600 $1,600 15 150 Misc Threaded Ball Valves 1}lump $300 $300 10 10}$60 $600 $900 50 50 2"Solenoid Valves 2|ea $700 $1,400 2 4|$60 $240 $1,640 60 120 1"Actuator Valves 2{ea |$1,400 $2,800 2 4|$60 $240 $3,040]-35 70 2"Strainers 3]ea $300 $900 1 3|$60 $180 $1,080 50 150 2"Threaded PRV 3]ea $225 $675 2 6}$60 $360 $1,035 20 60 1"Flanged PRV 2|ea $475 $950 1 2|$60 $120 $1,070 10 20 1"Threaded PRV 1}ea $100 $100 2 2|$60 $120 $220 20 20 2"Anti-Syphon Valves 4|ea $150 $600 2 8}$60 $480 $1,080 10 40 1-1/2"Shear/Fusible Valves 1]ea $80 $80 2 2}$60 $120 $200 10 10 2"Fill Limiters 1;ea $700 $700 4 4;$60 $240 $940 20 20 1-1/2"Pipeline Filter 2|ea $300 $600 4 8|$60 $480 $1,080 20 40 PUMPS,DISPENSER,POWER,CONTROLS,ETC. 2 HP NV/Expi Prf Cent.Pump 2|ea $1,300 $2,600 4 8}360 $480 $3,080 75 150 3/4 HP Submersible Pumps 4|ea $1,000 $4,000 6 24;$60 $1,440 $5,440 100 400 1-1/4"Bulk Transfer Hose 75}lin.ft.$11 $825 |0.10 8|$60 $450 $1,275 1.5 113 Bulk Transfer Nozzle &Acces.3]ea $300 $900 1 3]$60 $180 $1,080 10 30 Custody Transfer Meter 3]ea $2,800 $8,400 10 30}$60 $1,800 $10,200 |100 300 Grounding Reel 1]ea $200 $200 2 2}$60 $120 $320 20 20 Single Prod Mechanical Dispnsr 1}ea |$3,000 $3,000 20 20]$80]$1,600 $4,600 |400 400 Key Control System 1]ea $1,000 $1,000 10 10;$80 $800 $1,800 100 100 Pump Control Panel 1;ea |$10,000}$10,000;100 100]380 $8,000 $18,000 |200 200 B-3 ALAL.A ENERGY AND IGIUGIG BULK FUEL CvU..«SOLIDATION &UPGRADE NOVEMBb.R 5,2001 ENGINEERING FORCE ACCOUNT CONSTRUCTION COST ESTIMATE DRAFT CONCEPT 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(#) High/Low Level!Switches 2)ea $900 $1,800 5 10]$80 $800 $2,600 50 100 Meter Base &Panel Board 1|lump |$1,000 $1,000 60 60|$80 $4,800 $5,800 |200 200 Area Lighting 1}lump |$1,000 $1,000 40 40)$80 $3,200 $4,200 |300 300 Conduit,Conductors,&Devices 1]lump |$6,000 $6,000 |200 200]$80]$16,000 $22,000 |2000 2000 MISCELLANEOUS Concrete 10)cu.yd.$80 $800 5 50}$60 $3,000 $3,800 }600 6000 Misc.Steel (Shelters,Stairs..)1]lump |$4,000 $4,000 40 40}$60 $2,400 $6,400 |2000 2000 Form Lumber,Lags,Nails,Etc 1]lump |$2,000 $2,000 40 40}$60 $2,400 $4,400 |1000 1000 Portable Dike Drainage Pump 2|ea $500 $1,000 0 O|$60 $0 $1,000 }100 200 Signs &Valve Tags 1}lump |$2,000 $2,000 30 30]$60 $1,800 $3,800 |100 100 Spill Response Supplies 1}tump |$5,000 $5,000 0 0|$60 $0 $5,000 |600 600 Misc Hardware 1|lump }$2,000 $2,000 0 O|$60 $0 $2,000 }500 500 Misc Tools &Safety Gear 1]lump |$5,000 $5,000 0 0}$60 $0 $5,000 |500 500 Welding Rod,Gases,Etc.1|lump |$5,000 $5,000 0 0;$60 $0 $5,000 |2000 2000 OVERHEAD : Audit Grants 4}lump $4,000 $4,000 0 Replat,ROW,Legal Work 1}lump $15,000 $15,000 0 Insurance 1]lump $20,000 $20,000 0 Rent Heavy Equip 1|lump $75,000 $75,000 0 Welder/Compr/Misc Tool Rent 1|lump $20,000 $20,000 0 Commission System &Training 30|hr 1 30]$80 $2,400 $2,400 0 Superintendent Overhd Off-Site 100}hr 1 100;$80 $8,000 $8,000 0 Superintendent Overhd On-Site 100]hr 1 100}$80 $8,000 $8,000 0 Crew Travel Time 120)hr 1 120}$80 $9,600 $9,600 0 Crew Airfares 12]trips $6,000 $6,000 0 Crew Per Diem 200]mn.dy $8,400 $8,400 0 Housing Rent 4|mo.$6,000 $6,000 0 FREIGHT 80,278 Barge Freight Seattle-Kokhanok |80278 |ib.$0.35 $28,097 Barge Tanks Seattle-Kokhanok |91500}gal $1.00 $91,500 Airplane Tool/Site Matl.Mob 3]ea.|$5,000 $15,000 Airplane Tool De-Mob 1]ea.|$5,000 $5,000 Misc Small Freight &Gold Streak 1 |lump |$10,000 $10,000 CONSTRUCTION SUB-TOTAL $295,595 4,209 $269,240 |$154,400 |$149,597 |$868,832 ALA.wa ENERGY AND IGIUGIG BULK FUEL Cu..SOLIDATION &UPGRADE NOVEME .5,2001 ENGINEERING FORCE ACCOUNT CONSTRUCTION COST ESTIMATE DRAFT CONCEPT DESIGN REPORT ITEM QUAN |UNIT!UNIT MATL |UNIT}LAB |LAB|LABOR |CONTR |FREIGHT|TOTAL |UNIT]TOTAL COST COST |HRS|HRS |RATE]COST COST COST COST WT |WT(#) Engineering (Design &CCA)1}lump $100,000 Construction Management 1}lump $100,000 PROJECT SUB-TOTAL $295,595 $269,240 |$354,400 |$149,597 |$1,068,832 Contingency 20[(%|$213,766 {TOTAL PROJECT COST $1,282,599 B-5 APPENDIX C CERTIFICATE TO PLAT YAIRCEL | BREEL DP WeéL.Z Alaska Energy and Engineering,Inc.Mailing Address -P.O.Box 111405 1217 East Klatt Road,Suite AAnchorage,AK 99511-1405(907)349-0100349-8001 fax August 20,2001 Mr.Howard Hancock Pacific Northwest Title of Alaska 3201 C Street,#110 . Anchorage,AK 99503 Subject:Igiugig Certificate to Plat Information Dear Mr.Hancock: Please find enclosed Sheet 2 of 5,Alaska State Land Survey No.91-111A &EV-2-541,recorded as Plat 93-11 in the Iliamna Recording District on 11-04-93,regarding theIgiugigBFUprojectlandstatus.Please prepare a Certificate to Plat including thefollowingproperties: -1.Tract A-1 2.Tract D -3.TractE REELS 2/8-4.TractF BRCEL.Zz Se Tract G6.ad Tract H °F"6+7-7.Lot 12,USS 7796BRCEL,3-8.That small rectangular portion of land between Tract H and Lot 12,USS 77967 9.The 60 foot R.O.W's between Tracts F&G and Tracts G&H ©""Ev ane The Certificate to Plat is required as soon as possible. You are authorized to bill up to $500 for this effort.If you anticipate exceedingthisamount,please call me prior to proceeding. If you have any questions,please call me at (907)349-0100,or fax your comments to(907)349-8001. Sincerely, Engine ring,Inc.hierStevenJ.f President Attachments -as noted s szoras"©M aNse'10"€id .124.98"Jsszoz-e@ |8 stireur5SUES"€7229"Mey ©720699"¢a3.87 sot Re ORDINARY GHake)osc WATE UWEaeLI:2301 erg 7898 :1 wow Pre WOLie60" sambir ce MCLE AS DESCROEDMEN,"4"-uent KC woot star"€the WUSS.7796Namas'2e® . vosae'” 3S erss'o2'¢shar 12°£",USES,KAA (a8)..aitSHAeeNSIT£AFabs 3.64"' ' "N Gs0626 €sas Eg | i 38 3 : . ge«Poon ;Foume soy,stat.wow Sedio (en sde}7 . /z . ./.§7 . z.f eH' /Bale- _7/_.: f 2 sy N="-NW0072'D3"&iLSEESHEET4>/&*FOUKD BUY ALUN.Won,'2 2°ABOVE cRoUND FOUND Due ALUM.MOM /+07 ABOVE CAoURD. wa /wee a 4994611 SF,Pe " 114.681 AC,ad TaoV'se"calAscanPusuc access 1 HETEA ©2.200099 Us,sunveY ret,1u5,Acne ©©9047 mectaag{ ALIAMNA ALCOROING-OsTricyOATEOFSURVEYMEOF SURVEYOR:MBER 109:Coptming MOVEMBER 1092 -|90KindeNOVEMBER1907bow ExgueersAuctonacesax 99503 3-H Recaro FHT flLOLAoewataanHsOY3 .A i STATE OFOF ALASK,OEPARTMENT OF NATURAL)RESOURCESDIVISIONOFLANDAROVORNR,Masa".ALASKA STATE LANO SURVEY NO.S{-I11A 8 EV::f : THE igtucis SIRPORT.A REPLAT OF ASLS.a1-"fn|TRACTS ati NG TRACTS A-l&a-1TevacationoFeweraginaenedceenow 24Tt10rfLeeAAAORAWHby:ACs, SAAS 1°=800"ASLS STO1IA EV-2-541 OaTE:SEE SHEET 3 SHEET 2 OF 5 [SCALEatl]N.GeoOOo"qspeWe4 ..oP Remepevenys 'Tetetatete tate tetedy 'eeeee)"Ci PACIFIC NORTHWEST TITLEANOFALASKA,INC. CERTIFICATE TO PLAT ORDER NO.:00054993 Date:October 8,2001 ALASKA ENERGY &ENGINEERING 1217 EAST KLATT ROAD ANCHORAGE,A Attn:STEVEN J.STASSEL Reference: This is a Certificate as of September 14,2001 at 8:00 am on the following described property: See Exhibit A Attached hereto and made a part hereof A search of the records of the Anchorage Recording Office by this Company reveals that title to the property described herein is vested on the date shown above in: See Exhibit A Attached hereto and made a part hereof SUBJECT only to the exceptions shown herein:weyNaGENERAL EXCEPTIONS: Encroachments or questions of location,boundary and area,which an accurate survey may disclose;public or private easements, claims of easements or encumbrances which are not disclosed by the public records including but not limited to rights of the state and/or public in and to any portion of the land for right of way as established by federal statute RS 2477;rights or claims of persons in possession,or claiming to be in possession,not disclosed by the public records;material or labor liens or statutory liens under State Acts not disclosed by the public records;water rights or matters relating thereto;any service,installation or construction charges for sewer,water or electricity.. Right of use,control or regulation by the United States of America in the exercise of powers over navigation;defects,liens, encumbrances,or other matters created or suffered by the insured;rights,claims based upon instruments or upon facts not disclosed by the public records but of which rights,claims,instruments or facts the insured has knowledge.: General taxes not now payable;matters relating to special assessments and special levies,if any,preceding the same becoming a lien.Mining claims,reservations or exceptions in patents or in Acts authorizing the issuance thereof. Any law,ordinance or governmental regulation (including but not limited to building and zoning laws,ordinances,or regulations) restricting,regulating,prohibiting or relating to (i)the occupancy,use or enjoyment of the land;(ii)the character,dimensions or location of any improvement now or hereafter erected on the land;(iii)a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part;or (iv)environmental protection,or the effect of any violation of these laws,ordinances or governmental regulations,except to the extent that a notice of the enforcement thereof or a notice of a defect,lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Certificate. "Consumer Credit Protection,""Truth in Lending"or similar law,or failure to comply with said law(s). Any claim by reason of the operation of federal bankruptcy,state insolvency,or similar creditors'rights laws. 3201 C Street,Suite 110,Anchorage,AK 99503, PHONE (907)561-5122 @ Fax:(907)261-2201 CERTIFICATE TO PLAT Printed on Recycled Paper Page 2 Exhibit A CURRENTLY VESTED: PARCEL:Y/K00L7- STATE OF ALASKA,DEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES,(who acquired title asStateofAlaska,Department of Public Works),an estate in fee simple. PARCEL2:AEM ICIVYAL LATO FREOT STATE OF ALASKA,DEPARTMENT OF COMMUNITY AND REGIONAL AFFAIRS,in trust for any future first or second class city in Igiugig,Alaska,an estate in fee simple. PARCEL3:(W700 HWITV PILL #CLLRE. STATE OF ALASKA,DEPARTMENT OF COMMUNITY AND REGIONAL AFFAIRS,in trust for any future first or second class city in Igiugig,Alaska,an estate in fee simple. PARCEL4:OCWOOL Dv7E- THE LAKE AND PENINSULA BOROUGH SCHOOL DISTRICT,an estate in fee simple. PARCELS:JD-LG STATE OF ALASKA,DEPARTMENT OF FISH AND GAME,an estate in fee simple. PARCEL6:AUFT ULE AoE ELIA WASSILLIE,MARTIN WASSILLIE,WASSIE WASSILLIE and HENRY WASSILLIE,each as to an undivided %interest,as tenants in common,an estate in fee simple. PARCEL?;W/ZELAEGE IGIUGIG VILLAGE COUNCIL,an estate in fee simple. LEGAL DESCRIPTION: PARCEL 1: Tract A-1 of Alaska State Land Survey No.91-111A,according to Plat 93-11,filed in the Iliamna Recording District,Third Judicial District,State of Alaska. Exhibit A -con't PARCEL 2: Tracts D,G and H of Alaska State Land Survey No.91-111,according to Plat 92-6,filed in the Iliamna Recording District,Third Judicial District,State of Alaska. And A portion of Tract F of Alaska State Land Survey No.91-111,according to Plat 92-6,filed in the liamna Recording District,Third Judicial District,State of Alaska,more particularly described as follows: Commencing at Corner NO.2 of Tract F of ASLS No.91-111,thence N00°01°16”W along survey line 2-1 of said Tract a distance of 435.11 feet to the True Point of Beginning; Thence N89°59°44”W a distance of 100.00 feet; Thence N00°01°16''W a distance of approximately 102 feet to the mean high water line of the Kvichak River; Thence easterly along the mean high water line of the Kvichak River a distance of approximately 100 feet to Corner No.1 of Tract F of ASLS No.91-111; Thence S00°01°16”E alone survey line 1-2 of said Tract a distance of 31.35 feet to Witness Corner Meander Corner No. 1; Thence continuing S00°01°16”E a distance of 31.64 feet to a reference point monumented by a 2”aluminum cappedrebar;, Thence continuing $00°01°16”E a distance of 33.80 feet to a reference point monumented by a 2”aluminum capped rebar; Thence continuing S00°01°16”E a distance of 3.21 feet to the True Point of Beginning. PARCEL3:CoM HALL *%CLI Lot Twelve (12),of Section 8,T10S,R39W,Seward Meridian,located in the Niamna Recording District,Third Judicial District,State of Alaska. EXCEPTING THEREFROM the subsurface estate and all rights,privileges,immunities and appurtenances of whatsoever nature,accruing unto said estate pursuant to the Alaska Native Claims Settlement Act of December 18, 1971 (85 Stat.688,704;43 U.S.C.1601,1613 (f)(1976),as reserved by the United States of America. PARCEL 4: Tract E of Alaska State Land Survey No.91-111,according to Plat 92-6,filed in the liamna Recording District,Third Judicial District,State of Alaska. PARCEL 5: Tract F of Alaska State Land Survey No.9-111,according to Plat 92-6,filed in the Iliamna Recording District,Third Judicial District,State of Alaska, EXCLUDING the following described property: Commencing at Corner NO.2 of Tract F of ASLS No.91-111,thence N00°01°16”W along survey line 2-1 of said Tract a distance of 435.11 feet to the True Point of Beginning; Thence N89°59'44”Wa distance of 100.00 feet; Thence N00°01°16'W a distance of approximately 102 feet to the mean high water line of the Kvichak River; Thence easterly along the mean high water line of the Kvichak River a distance of approximately 100 feet to Corner No.1 of Tract F of ASLS No.91-111; Thence $00°01°16”E alone survey line 1-2 of said Tract a distance of 31.35 feet to Witness Corner Meander Corner No. 1; Thence continuing S00°01°16”E a distance of 31.64 feet to a reference point monumented by a 2”aluminum capped rebar; Exhibit A -con't. Thence continuing S00°01°16”E a distance of 33.80 feet to a reference point monumented by a 2”aluminum cappedrebar; Thence continuing $00°01°16”E a distance of 3.21 feet to the True Point of Beginning. PARCEL 6: Lot Twelve (12)of U.S.Survey No.7796,located in the Iiamna Recording District,Third Judicial District,State of Alaska. EXCLUDING the following described property: Commencing at Corner No.4 of said Lot 12,U.S.Survey 7796,thence N00°00°00”E 74.44 feet to Corner No.1,the Point of Beginning,a point on the lot line between Corner Numbers 3 and 4 of said Lot 12;thence N00°00°00”E 100.5 ft along the said lot line of said Lot 12;thence S82°00°00”E 94.13 ft to Corner No.3,a point on the lit line between Corner Number 2 and 3 of said Lot 12;thence S00°00'00”E 70.9 ft to Corner NO.4;thence S79°5S8'26”W 94.66 ft to Corner No.1,the Point of Beginning. PARCEL 7: That portion of Lot Twelve (12)of U.S.Survey No.7796,located in the Iliamna Recording District,Third Judicial District,State of Alaska,more particularly described as follows: Commencing at Corner No.4 of said Lot 12,U.S.Survey 7796,thence N00°00°00”E 74.44 feet to Corner No.1,the Point of Beginning,a point on the lot line between Corner Numbers 3 and 4 of said Lot 12;thence N00°00'00”E.100.5 ft along the said lot line of said Lot 12;thence $82°00°00”E 94.13 ft to Corner No.3,a point on the lit line between Corner Number 2 and 3 of said Lot 12;thence S00°00°00”E 70.9 ft to Corner No.4;thence S79°58'26”W 94.66 ft to Corner No.1,the Point of Beginning. Order No.:00054993 SPECIAL EXCEPTIONS: 1.RIGHTS of the public and/or governmental agencies in and to that portion of said premises lying below the mean high water mark of Kvichak River,Iliamna Lake and unnamed lake. 2.ANY PROHIBITION OR LIMITATION on the use,occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land,or to use any portion of the land which is now or may formerly have been covered by water. 3.RESERVATIONS,EXCEPTIONS,TERMS,COVENANTS AND CONDITIONS as contained in U'S. Quitclaim Deed. Recorded:January 2,1962 Book/Page:1/54 Amended by instrument entitled "Release of Interest” Recorded:September 23,1994: Book/Page:22/47 Affects:-Parcels 1,2,4 &5 4.ROAD PERMIT,including the terms and conditions thereof Permitter:State of Alaska,Department of Transportation and Public Facilities Permittee:State of Alaska,Department of Fish &Game,Division of Sport Fish Recorded:May 3,1996 Book/Page:23/86 For:Right-of-way for the use and maintenance of a public access way Affects:A strip of land 50'wide by approximately 320 feet in length with Parcel 1 §.REVISED LEASE AGREEMENT,including the terms and conditions thereof ADA NO:07518 , Lessor:State of Alaska,Department of Transportation and Public Facilities Lessee:Igiugig Village Council Term:35 years Dated:July 30,1998 Recorded:September 14,1998 Book/Page:27/341 Affects:Lease Lot 2,Block 100 of Parcel 1 6.RIGHT-OF-WAY PERMIT,including the terms and conditions thereof Permitter:State of Alaska,Department of Transportation and Public Facilities Permittee:Igiugig Village Council Recorded:April 12,2000 Book/Page:29/183 For:Right-of-way for the use and maintenance of a public road running through the Igiugig Airport Affects:A strip of land 100°wide by approximately 2,438 feet in length CERTIFICATE TO PLAT Printed on Recycled Paper Page 3 Order No.:00054993 SPECIAL EXCEPTIONS (Continued) 7.EXCEPTIONS,RESERVATIONS,AGREEMENTS,EASEMENTS AND USE RIGHTS as set forth in interim conveyance: Dated:March 14,1980 Recorded:March 25,1980 Book/Page:9/381 Affects:Parcel 3 8.TERMS,COVENANTS,CONDITIONS AND PROVISIONS,including rights of way and easements,as contained in the Alaska Native Claims Settlement Act,dated December 18,1971,U.S.Public Law 92-203, (85 Stat.688,704;43 U.S.C.1601,et seq.). NOTE:No assurance is given as to the vertical delineation of the surface and subsurface estates in said land as provided in said Act. Affects:Parcel 3 9.ANY DEFECT OR INVALIDITY of the title to said land based on the fact that no patent has been issued bytheUnitedStatesofAmerica.Upon the issuance of said patent and recordation thereof in the herein named recording district,said land will be subject to all the provisions and reservations contained therein Recording District:Iliamna Affects:Parcel 3 10.LEASE (CLINIC AND COMMUNITY HALL),including the terms and conditions thereof Lessor:State of Alaska,Department of Community and Regional Affairs Lessee:Igiugig Village Council Term:30 years Dated:February 29,1988 Recorded:March 16,1988 Book/Page:16/202 Affects:Portion of Parcel 3 11.EASEMENT,including the terms and conditions thereof,AS RESERVED in Commissioner's Quitclaim Deed In Favor Of:State of Alaska,Department of Transportation and Public Facilities Recorded:November 3,1994 Book/Page:22/152 For:Avigation and Hazard Easement Affects:Parcel 4 12.RESERVATIONS AND EXCEPTIONS as contained in Native Allotment Recorded:June 7,1991 Book/Page:19/612 Affects:Parcels 6 &7 CERTIFICATE TO PLAT Printed on Recycled Paper Page 4 Order No.:00054993 SPECIAL EXCEPTIONS (Continued) 13.RESTRICTIONS AGAINST ALIENATION AND TAXATION pursuant to the provisions of the Act of May 17,1906 (34 Stat.197),as amended,and as imposed upon said land by Native AllotmentSerialNo.:AA-6207 Certificate No.:50-91-0268 Recorded:June 7,1991 Book/Page:19/612 Affects:Parcels 6 &7 14.ANY CONVEYANCE AND/OR ENCUMBRANCE of said interest must be approved by the Secretary of the Interior,Bureau of Indian Affairs. Affects:Parcels 6 &7 15.RECITAL in the Warranty Deed executed by Igiugig Native Corporation,in favor of Nick Wassillie,a single man,recorded May 5,1983,in Book 10 at Page 883,which states "With a warranty running with the land the Grantor will not consent to the exploration,development or removal of minerals from the subsurface without the prior written consent of all owners and institutional lenders having an interest in the surface estate." Affects:Parcels 6 &7 shown as:Lot 11,Igiugig Village Subdivision,according to the plat there of prepared by Dickinson,Oswald,Walch-Lee,engineers,dated April 19,1983,under file No.133-90. 16.EASEMENT,including the terms and conditions thereof,as reservedin Warranty Deed Recorded:May 5,1983 Book/Page:10/883 For:Rights of way for the Village roads to the airport,to the church,and to the Community Center on Lot 12,as shown on the plat,20 feet wide centered on the centerline of the existing road or track. Affects:Parcels 6 &7 shown as:Lot 11,Igiugig Village Subdivision,according to the plat there of prepared by Dickinson,Oswald,Walch-Lee,engineers,dated April 19,1983,under file No.133-90. 17.EASEMENT,including the terms and conditions thereof In Favor Of:Igiugig Village Council Recorded:August 19,1994 Book/Page:21/943 For:Water and Sewer Affects:Parcel 6,shown as Parcel 93P2 and 93P3 on Exhibit 93E1 attached to said instrument. 18.EASEMENT,including the terms and conditions thereof In Favor Of:Igiugig Village Council Recorded:October 9,1998 Book/Page:27/475 For:Electric,telephone,cable and other public utilities Affects:Parcel 6,shown as Parcel 93P2 and 93P3 on Exhibit 93E1 attached to said instrument CERTIFICATE TO PLAT Printed on Recycled Paper Page 5 Order No.:00054993 SPECIAL EXCEPTIONS (Continued) 19.NOTICE OF LEASE,including the terms and conditions thereof Lessor:Heirs of Nick Wassillie Lessee:Alascom,Inc. Term:25 years Dated:May 27,1993 Recorded:September 29,1993 Book/Page:21/512 Affects:Parcel 6 20.EASEMENT dedicated or delineated on the face of the plat Plat No.:92-6 &93-11 : For:Easements Affects:See Plat 21.EFFECT of the notes as shown on Plat 92-6 &93-11. Note:Not within a taxing area. _This report is restricted to the use of the addressee and is not to be used as a basis for closing any transaction affecting title tosaidproperty.Liability of the Company is limited to the compensation received therefor. CHARGE:$500.00 PACIFIC NORTHWEST TITLE OF ALASKA,INC. »ALY Authorized Signature Howard Hancock,Phone:261-2230 hh Attachments. October 8,2001 CERTIFICATE TO PLAT Printed on Recycled Paper Page 6 APPENDIX D MEETING SUMMARY LETTERS Sent,By:Alaska Energy &Engineering;907 283 7527;Sep-4-01 4:20PM;Page 1/3 Alaska Energy and EnglIneering,Inc. 1217 East Klatt Road,Suite A P.O.Box 111405 Anchorage,AK 99511-1405 Kenai Office Phone (907)283-8031 Fax 283-7527 September 4,2001 3 pages total sent via fax to: e Michael Andrew Jr.,Igiugig Village Council,533-3217(original sent by mail) e Dan Saimon,Igiugig Village Council,533-3217 e Dennis Niedermeyer,Lake and Peninsula School District,246-4473 e David Lockard,AEA/REG,269-3044 Re:I[giugig Bulk Fuel Upgrade Site Investigation Summary and Preliminary Recommendations On Wednesday August 2,2001,David Lockard of the Alaska Energy Authority/Rural Energy Group (AEA/REG)and John Dickerson of Alaska Energy and Engineering (AE&E)performed a site investigation for the proposed new consolidated tank farm project in Igiugig.At 10:00 AM we met with local residents and community leaders to discuss the project.All parties present at the meeting were generally supportive of the project.Issues discussed at themeetingincluded:| e Planned near-term community projects and utility upgrades 'Preferred site location Project participants and operating entity Project scope Village-owned general contractor involvement in project This letter is provided to summarize these issues and present a preliminary conceptual description of a proposed new community bulk fuel facility based ontheinformationgatheredduringthesiteinvestigationandcommunitymeeting. 1.Planned Near-term Community Projects And Utility Upgrades lliamna Lake Contractors,the Village of Igiugig-owned general contractor,hasrecentlycompletedaprojectthatincludeda3-phase electrical distributionextension,road extension,property subdivision,and site development for a newsolidwastelandfill.There are currently plans under development forconstructionofanewdockformooringandfuelinglocalguideboatsandfloatplanes.Construction of at least 4 HUD homes are also planned within the nextseveralyears, Sent:By:Alaska Energy &Engineering;907 283 7527;Sep-4-01 4:21PM;Page 2/3 lt.Site Location Our initial research had fed us to believe that the locally prefferred site for aconsolidatedbulkfuelstoragefacilityaswellasfortherelocationofthe community power plant was at the new landfill site.However,communityleadersstatedduringthemeetingthatthevillagenowplanstokeepthepowerplantatthecurrentlocationinordertocontinueutilizingwasteheatatthelocalwasheteria.David Lockard proposed that the village consider locating the new tank farm adjacent to the school tanks,in a manner similar to the proposedfacilityinKokhanok.Some advantages of this site would be: ®Short fill pipeline from barge landing site e Fill pipeline to double as a distribution pipeline to power plant"intermediate"tank e Consolidation of most community fuel to one site e Elimination of most trucked bulk transfers «Close proximity to proposed location of new dock This site proposal was well received by the village.A brief investigation and a rough topographic survey of this site was performed prior to departure. fll,Project Participants And Operating Entity Other issues discussed at the community meeting included who the project participants and fuel facility operator would be.The Igiugig Village Council currently provides most of the diesel fuel to the community,both for village power generation and for home heating sales.The Village Council also currently provides sales of unleaded gas,avgas,and propane to local residents and outlying lodges.The LPSD stores their own fuel for heating and emergency power generation.It was subsequently agreed that the only participants in thenewfacilitywouldbetheIgiugigVillageCouncilandtheLPSD..It was alsoagreedthattheIgiugigVillageCouncilisthemostlikelycandidatetomanagethenewbulkfuelfacility. IV.Project Scope Consolidation and Uparade of Village Fuel Storage e Request LPSD to deed or lease the new facility site to the Igiugig Village Council,not including recently installed school tanks e Construct new dike cell adjacent to existing school dike and install new bulk fuel storage and dispensing tanks for village e Construct new barge fill pipeline to serve the village &school tanks. Sent By:Alaska Energy &Engineering;907 283 7527;Sep-4-01 4:21PM; e Construct a new gasoline dispensing facility as well as a diesel fuel andavgasbulktransferfacilityforthevillageatthenewsite.Provide adequate area and property setbacks for installation of the existing village propane dispenser. V.Village-Owned General Contractor Involvement In Project lliamna Lake Contracors (ILC)is a village-owned general contractor with experience in civil,mechanical,and electrical distribution projects.They recently completed construction of bulk fuel storage facilities for LPSD schools in Igiugig, Kokhanok,Port Alsworth,and Levelock.ILC owns a 60'x30'barge with a capacity to haul 250,000Ibs to locations throughout the Lake Illiamna/Lake Clark area.They are very interested in taking an active role in the construction of the \giugig facility,as well as any other proposed bulk fuel facilities that are constructed in the area. VI.CONCLUSIONS: The community meeting and site investigation was very productive,with full cooperation and participation by all parties.{t appears that a bulk fuel upgradeandconsolidationprojectinIgiugigisveryfeasible.if you have any questionspleasecallmeat283-8031 or fax your comments to 283-7527. Sincerely, Alaska Energy-end Engineering,Inc.ya ohn DickersonProjectEngineer Page 3/3 sent by:Alaska Energy &Engineering;BUS 2BS 192s;JUL-2U0-U1 11:4aAM:;Page 1/3; - . .?} Alaska Energy and Engineering,Inc,Mailing Address -P.O.Box 1174051217EastKlattRoad,Suite AAnchorage,AK 99511-1405.(907)283-8031 {Kenai Office)283-7527 FAX July 20,2001 Michael Andrew Jr.,President Sent via fax to:533-3217IglugigVillageCouncil(3 pages total).O,Box 4008 igiugig,AK 99613-4009 Re:-Igiugig Bulk Fuel Upgrade -Site Investigation Dear Mr.Andrew: As discussed in my prior telephone conversation with Igiugig Village Administrator DanSalmon,Alaska Energy and Engineering has been selected to prepare the preliminarydesignfortheproposedconsoidatedbulkfueltankfarminyourcommunity.DavidLockardoftheAlaskaEnergyAuthority/Rural Eneroy Group and |will be traveling toigiusigonAugust2,2001 to meet with community officials,inspect existing tanks,andiscusstheproposedsiteforthenewtankfarm.We intend to arrive on the morning ofThursday,August 2 and depart that same afternoon.We will check in with you at the.Vilage office upon our arrival.We would like to meet with you and other communityofficialsat10:30AM..Items for discussion at the meeting include: e the proposed site for the new tank farm e fuel spill contamination,assessment,and remediation Please invite owners and operators of the other tank farms to attend.In order to makeourvisitasproductiveaspossibleweneedthemostcurrentandcompleteinformationavailableregardingthefollowingitems: 1.Annual fuel use records from January 1,1997 through December 31,2000 for anyVillagefacilitiesincludingPowerPlant,Water Plant,Village Office,CommunityCenter,Clinic,Post Office,Head Start,etc.Provide separate gasoline,#1 dieseland#2 diesel (or winter blend)usage if applicable. 2.Names of all fuel vendors and transporters who have sold or delivered fuel to theNewhalenVillagesinceJanuary1,1997. 3.Planned projects that may affect fuel consumption such as HUD housing,water andsewerexpansion,school addition,airport expansion/runway lighting,new clinic,etc. 4.Local sources of gravel or other fill material including type of fill available,owner,location,method of hauling,seasonal restrictions,etc. 5.Status of local labor pool (please fill out attached list). 6.A list of local heavy equipment and information regarding condition (please fill outattachedlist). We look forward to seeing you at the meeting.If you have any questions please callmeat283-8031. Sincere}Alaska Energy and Engineering,Inc. John DickersonProjectEngineer ce:David Lockard,AEA/Rural Energy Group BoeinceifLETStyyaircere sent by:Alaska Energy &Engineering;907 283 7527;Jul-20-01 11:36AM; IGIUGIG TANK FARM PROJECT LOCALLY AVAILABLE EQUIPMENT LIST Page 3/3 OWNER MAKE MODEL YEAR CAPACITY (YDS,TONS) ATTACHMENTS - (BACK-HOE,FORKS, AUGER,ETC..) CONDITION, COMMENTS DUMP TRUCKS DOZERS LOADERS _ tACK HOES (EXCAVATORS) SKID-STEERS (BOBCATS)EREDehssatea | Sent By:Alaska Energy &Engineering;907 283 7527;Jul-20-01 11:35AM;Page 2/3 IGIUGIG TANK FARM PROJECT LOCAL LABOR POOL SERerEETName teasersetersseyWEREeTHt1)With Current API Welding Certificate 2)With Current Certificate of Fitness 7H 9/01