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HomeMy WebLinkAboutConceptual Design Report Update Kipnuk Bulk Fuel Upgrades February 13, 2009Alaska Energy Authority,Rural Energy Group CONCEPTUAL DESIGN REPORT UPDATE KIPNUK BULK FUEL UPGRADES February 13,2009 Prepared by: Glen Oen,PE LCWiIF.. 615 E 82nd Ave Ste 200 Voice:(907)273-1830 Anchorage,Alaska 99518 Fax:(907)273-1831 Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update EXECUTIVE SUMMARY This report has been prepared for the Alaska Energy Authority (AEA)Rural Energy Group.The purpose of this report is to provide the basis for development of a new fuel system design,and to identify construction scheduling and costs related to upgrading the fuel systems in the community of Kipnuk,Alaska.This Conceptual Design Report (CDR)was originally published in draft form on November 5,2004.It was previously updated to include recommendation for a pile foundation design validated through further geotechnical investigation completed in March of 2007.This CDR is being published to update information for construction of the Community Tank Farm. The participants in the proposed fuel system upgrades include: ¢Kipnuk Traditional Council (KTC); ¢«Kugkaktlik Limited (Corp); e Lower Kuskokwim School District (LKSD). As part of the development of this report an initial site investigation was performed on July 15, 2004.Subsequent trips to the site have been made to meet with the community to discuss the CDR,the Rural Power System Upgrade project,and the geotechnical investigation for pile foundation.During site investigations potential tank farm sites were inspected,the existing fuel systems and tanks were inspected,and meetings conducted with representatives from the Kipnuk Traditional Council,Kipnuk Light Plant,Kugkaktlik Limited,Lower Kuskokwim School District,and interested persons from the community. As a result of the findings of the site investigation,one tank farm site was identified.The site is located next to the existing power plant tank farm,across the slough at the north end of the village.The site was identified since it is relatively close to the power plant,the availability of open land in the area,distance requirements from the river,and distance from the main residential areas.The site was agreed upon by both the KTC and the Corp by passing formal resolutions in February of 2007. The proposed fuel facility upgrade would consolidate fuel storage for the KTC,Corp and LKSD into one tank farm.Each entity will be supplied with intermediate tanks at the location of use for short term storage or dispensing.The new tank farm will include supply pipelines to new intermediate tank at the school,to the power plant,and to dual product dispenser at the Corporation Hardware Store. The proposed Conceptual Design includes the use of existing Corp bulk tanks and new bulk storage tanks to replace existing damaged and corroding tanks.New bulk tanks will be 60,500 gallon vertical tanks which will result in cost savings in both tank costs and foundation footprint. EX-1 C\ILCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update The proposed fuel storage tank shell capacities for the new facility including intermediate and dispensing tanks are 248,000 gallons of fuel oil for KTC;124,000 gallons of fuel oil and 124,000 gallons of gasoline for the Corp;and 191,500 gallons of fue!oil for LKSD.These capacities will allow for a combined increase in fuel consumption of approximately 17.2%over next 10 years for all facilities,based on a usable capacity of 90%of shell capacity for bulk tanks and 85%of shell capacity for intermediate and dispensing tanks. LKSD's fuel storage capacity has been sized for the school after a major addition to be completed 2011 or 2012.In addition,LKSD will pay costs associated with an additional 60,500 gallon tank which will be installed at the consolidated tank farm,to comply with their standard policy to have fuel storage for two times the annual usage at remote sites. re E\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update TABLE OF CONTENTS EXECUTIVE SUMMARY EX-1 1.INTRODUCTION 1 A.CONTACTS .....ceeccsccesceecsescescescresessecseescessecsceseeeseesesacenseeceseseesecessescesesessesesssesueoeses 4 1.Project Team .........ceeeeeeceseceseecssecessescesscoseessseaccseesssesessescesessssessssceeseassesoeesos 4 2.Participants 0...eeeesecssceesesscsessssssessesssssasesessessesssessecesscescssssssesensceeseesenetes 4 3.Subconsultants .........ccscccsscecessccececceesccesseceserscssccesscesececeesseeseseeseesneeseesesseesoess 5 4.Additional Contacts ..........ccescccsssecesssceseesssccsceseesnerscessseesacesseseseseaceneseeeneoe 5 B.APPLICABLE REGULATIONS,CODES AND POLICIES wu.eee ceesestenees 5 1.State and Federal Regulations...eceseseseeseeesesesessscesssesecceseeeeasoneeesees 5 2.Denali Commission Policies ..........ccssscssssesseeseessesescessecessessseseceseseoesesesseoses 6 3.Alaska Energy Authority Policies...ice eescscsssecseseecssessecsesscnseseesesensese 12 II.EXISTING FUEL SYSTEMS 14 A.GENERAL OVERVIEW........c:ssssecesseesccseeseecesceseeeeceessssenesescsscesssesceseesseossensseesenes 14 B.EXISTING FACILITIES LAYOUTuuu eee ceeseeeeeecceececeesaceeneeeeeseeeeeseeseeeneeaes 14 1.Lower Kuskokwim School District ...........eescssscesssssecessecesseeceseensesesensees 14 2.Kipnuk Traditional Council (Kipnuk Light Plant)...eee cssctceeeseeees 14 3.Kugkaktlik Limited 0...eee cceesscccseseessnsesscsessscssssssesssssssessscceseeaseeseesees 15 4,Privately Owned/Used Tanks ..00.....eeseeseeesectesceceeesceseeeeeeseeneeeeseseeaasneees 16 5.Other Tannks.........cccsecsccsssesesesesesnseccsesscessesensescesceesceesesessesesseseesseeseasesseseaes 16 C.EXISTING TANK STORAGE CAPACITY SUMMARY.......ce esecsseseceeeseeteeeeeees 17D.CURRENT FUEL USE..00.eee eeeecsceeceecceecesceececeeescescssceseeecesscecneessesseescesasesseeseenees 17 WI.PROJECTED FUTURE FUEL USE 18 1.Population Growth .......cecccscscessescssssssscssseecsssssscerserscnesssessscssesscessessseesensees 18 2.Energy Demand/Historical Consumption Trends...eseeeeeeeeeseeeeeeees 20 3.Storage Shortfall/Rationing ........cs cscscssecssessessesesessecsssesssseasssessscssseeoees 20 4,New Sources of Demand 0.0...es esseescceeeesersetceececssensenseceseesseeeessonseseneeee 21 5.Alternative Sources of Energy ........scscccsssescsssssescsssesecesececsessceeeeeeeeseeeeees 22 6.Projected Fuel Consumption and Storage Requirements...24 IV.PROPOSED NEW FACILITY 25 A.SITE SELECTION .......eeeeeeeeecessesseessesseseeseccsesseesssecseseeseeseeeseeseessesseseesesessaeseaseenees 25 B.SITE CONTROL .......ccesesssesseeceeceseceececcesetesceseeeceeecsecsaceneseesesensaeeecseseeeesseeneeteeeensees 26 C.SOIL CONDITIONS ........ceeeeeccescesseeseeeceseeeeeeccesceecceeesccsseseceesseacecseesseneeenseenseeeees 29 D.COMMUNITY FLOOD DATA1...eeeseeeeecesseneseceteesccesseceecessneeeessetsceeseeansensees 30E.LOCAL FILL MATERIALuu...eee ceeseecesseseeseesceeeeeseceacesseccecseseeseeesesceaceaceeeesseseees 30 F.TANK FARM FOUNDATION ....00....ecceecssseeeeecceeceacesceecerecsceenseseeeseseeeanesseeneeseeees 31 G.SECONDARY CONTAINMENT ...........eessssscsscecescesccseseceeeceersescessssecesessseatesseeees 3] H.TANKS ....cccesceescceecceeecescescssceeensecsessascseesesscessesssesesssesecssescesseeeceaeeaseensesseeasenaeees 32 Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update I.BARGE OFFLOADING ou.ceeceeceeceseeeceeereecesaecececscerseeacesesateaeeseeeeeesetenerseesa 34 J.TANK FARM PIPING uu.eeeesceeecescesceeecensenscescesssaeseeceseaeesesseeceeeaseneesseseenserse 35 K.FUEL DISTRIBUTION...ccc ceeeeesceecescessceectsceeseesseeecseeseescesseeeseacsecesseesesenseneees 35 1.Fuel Dispensing System...see ceseeseseceeseeeceeeseseseesseseceevceesessseeeesseeetons 35 2.Intermediate Tanks...ceeeseseceseeseseeeeseessessecscesersessssessessseseesssesseeeseseee 35 3.LKSD and Power Plant Pipelines ..........cet eeeeesesesscesceeseceneesesceereeseeseeeess 36 L.OWNERSHIP AND OPERATION ....0.....eesceeeeseessceseteeceseeseeseceeteeceseeseeeasensenseesees 37 M.SPILL RESPONSE REGULATORY PLANS 2...eeeeseeseeeeeteeeecseceseeesceneeeeeesees 37 N.PERMITTING.........ccssssscscescessceccesceessesessceseseeceecsssseseeeeeeoesecesscesseasseeesscesseseesenenaes 37 1.Fire Marshal Review..........:sccscccsssssccesecessesssceesseessccessesseeseeesasesneseeseeseeeenoess 37 2.U.S.Army Wetlands Permit...eee eeeecsceseeceeecececeseseeeseeeeeseeseeessensees 38 3.FAA...cseccssscessscetenccscesstescescesecesceecesscesscescescessesedecseessesscesaseeeescescesssenssensessees 38 O.CONSTRUCTION METHOD...eecsesscrscssensesscscceeesessseesnsseasnscaranessessossesseeees 38 1.Local labor...eeeececsceseesescscenscsecenessesseseseosssosseessonsecsecesesccseesesseesseseenes 38 2.Local Equipment 000.0...eeeseecssscssecsssccseessessesseesseessseseccseseseessseesssessssonnsees 38 P.SCHEDULE...cceseeeeeceecceeeeseceeececeeneeceescesecesessceesessceeseeaeeseesseeeessesceessesaeeeeeseees 38 Q.BUDGET COST ESTIMATE ........eseesesececcescessesceeneescseneceeceeeeseceesceeceesateeceneesass 39 APPENDICES Appendix A:|Consumption DataAppendixB:-Population Data Appendix C:Power Cost Equalization (PCE)Data Appendix D:-Site Control Data Appendix E:Geotechnical Information Appendix F:-_Flood Hazard Data Appendix G:Conceptual Design Drawings Appendix H:-Local Labor and Equipment Appendix I:Other Data (KILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update I.INTRODUCTION The Alaska Energy Authority (AEA),Rural Energy Group is pursuing grant funds to upgrade rural bulk fuel tank farms.A total of 171 villages have been ranked in order of need,based on the condition of the tanks,piping,and liners.The following terms and conditions of the program will affect your village: Most of the funds are federal and provided through the Denali Commission.Other federal funding may be available from HUD (ICDBG)and the Environmental Protection Agency (EPA).Additional funds may be available from the State of Alaska,through the Department of Environmental Conservation and the Department of Education. In order to receive grant funds,each village must first produce an acceptable community plan for development.The Denali Commission defines a community's community plan as a road map for how the community wants to develop.A community plan should include current and historical information regarding the community as well as a plan for the future.A community plan is an umbrella document that is made complete by various infrastructure and program specific plans.Other plans that a community develops should fit into a larger comprehensive document -or -incorporate the items listed below into the current plan.For example,an Indian Housing Plan or CEDS Plan may be considered an acceptable plan if it speaks to the nine points listed below. Community vision (developed by community) Community goals and objectives (developed by community) Community involvement and process (community) Background for planning Economy and Population summary Land use summary Community facilities and utilities summary Transportation summary and a plan for implementationSOMNAMNPWNT Agency Coordination:In an effort to coordinate and begin using the same information for community document,the Denali Commission suggests that communities first check with state and federal agencies to review information that is collected on their community and to pull data from those agencies rather than pay someone else to gather it for them. Possible Resources:The Denali Commission does not want to create additional hardship on communities as they strive to meet this planning requirement.They encourage communities to use existing plans and simply add in information that may be absent for that particular planning standard.Agencies can be a tremendous resource as can some regional organizations including housing authorities,health corporations,non-profits, boroughs,CDQs,ARDORs,and School Districts.Successful plans are locally developed and regionally supported. C\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update «In order to receive grant funds,each village must demonstrate that the proposed facility will be sustainable with a Business Plan under Denali Commission policies.The business plan must describe who will own the facility,and how it will be operated and maintained.The plan will need to describe how the village will collect funds to pay for operations,maintenance,insurance,major repairs,and long term replacement.Typically a village may need to add a fuel surcharge of approximately $0.20 to $0.50 per gallon to cover these costs.A business plan will be prepared as part of this project for review and approval.The business plan must be signed prior to starting construction or procurement ¢The program will co-locate the existing tank farms into a single tank farm.The co- located tank farm typically includes the local electric utility,school,and government. Private tank farms can be included under certain conditions.Each Owner's tanks are usually placed in separate areas.The co-located tank farm is provided with a secondary containment to prevent spills from contaminating the ground and water supplies.Fuel dispensers and pumps are included.Fencing and lighting are included for safety and security.Internal dikes and fences may be provided,for each Owner,to control spills and to prevent theft.Current required regulatory plans are provided as part of the project. e New tank farms are funded,designed,and constructed in three phases:Phase 1 - Conceptual Design;Phase 2 -Design Completion;and Phase 3 -Construction. ¢«During Phase 1 -Conceptual Design,staff from AEA will visit a village,discuss the program,and work with residents and the local government to select a site for the new tank farm.The local government will be requested to decide if it wants this program,and to indicate that AEA should proceed with conceptual design by passing a formal resolution. -At the completion of Phase 1 -Conceptual Design,the village will be requested to review and approve the location of the co-located tank farm,the number and volume of fuel tanks.The conceptual design must be formally approved by resolution. ¢During Phase 2 -Design Completion,the design for the new tank farm will be completed.An environmental assessment will be prepared and site control documented. e Each village will be requested to provide "in kind”contributions by providing land for the new tank farm and free use of local heavy equipment.The grant funds pay for fuel, maintenance,and repairs during construction. ¢Project may include local hire and construction trade training programs,subject to Denali Commission funding. 5 A\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update e Exclusions: »Project does not provide funding for purchasing bulk fuel to fill new tanks,or to remove existing tanks and pipelines from the community. «Project does not include remediation of contaminated soils. »Project does not include purchase of lands. This report has been prepared for the Alaska Energy Authority Rural Energy Group to identify the design basis for the development of a new consolidated bulk fuel storage tank farm and distribution system in the community of Kipnuk,Alaska. This report includes a review of the existing bulk fuel systems in the community,an analysis of future fuel needs,a conceptual design for the replacement/upgrading of these facilities to meet these needs,a proposed project schedule,and a budget cost estimate for the project. The participants in this project are as follows: ¢Kipnuk Traditional Council (KTC) e Kugkaktlik Limited (Corp) ¢Lower Kuskokwim School District (LKSD) An initial site inspection was conducted on July 15,2004 by AEA and LCMF LLC.The investigation included an inspection of the existing fuel systems,inspections of potential new tank farm sites,and an open meeting which included representatives from the Kipnuk Traditional Council,Kipnuk Light Plant,Kugkaktlik Limited,the Lower Kuskokwim School District,and other interested members of the community. A second trip was made on June 15,2005 to discuss the November 5,2004 Draft CDR.A third trip was conducted on February 8,2007 to discuss combining this Bulk Fuel Upgrade (BFU) with a Rural Power System Upgrade (RPSU)in effort to upgrade the Communities fuel and power systems at the same time.The RPSU CDR was published concurrently with an updated BFU CDR on July 26,2007.A fourth trip was made August 9,2007 to discuss the RPSU and updated BFU CDR's.This CDR is being published to update information for construction of the Community Tank Farm. Subsequent to site investigations in-office data gathering was performed by LCMF LLC. Subconsultants used for this project were Rick Elliott for site control research and Duane Miller Associates for geotechnical investigations.Aurora Consulting will be used as the Business Plan Consultant upon acceptance of this CDR by the Community,and the passing of a formal resolution by all project participants. .CLCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update A.CONTACTS 1.Project Team Alaska Energy Authority:813 West Northern Lights Blvd,Anchorage,AK 99503 David Lockard Project Manager (907)771-3000 Alan Fetters Project Manager,Rural Power Systems (907)771-3000 Kris Noonan Manager,Rural Power Systems (907)771-3000 Peter Crimp Alternate Energies (907)771-3039 Fax (907)771-3044 LCMEF,LLC:615 East 82nd Avenue,Suite 200,Anchorage,AK 99518 Glen Oen Project Manager,BFU (907)273-1809 Joe Daniels Project Manager,RPSU (907)273-1811 Fax (907)273-1831 2.Participants Kipnuk Traditional Council/Kipnuk Light Plant KTC):PO Box 57,Kipnuk,AK 99614 Paul J.Paul President (907)896-5515 Adolf Kashatok Tribal Operations (907)896-5515 Jimmy Paul Kipnuk Tribal Council,Manager (907)896-5431 Sam Carl Kipnuk Light Plant,Manager (907)896-5427 Fax (907)896-5240 Kugkaktlik Limited (Corp):PO Box 36,Kipnuk,AK 99614 Carl Dock President (907)896-5414 Nelson Anavar Manager (907)896-5414 Board Members:Carl Dock,David Amik,Paul Dock, Adam Kashatok,John G.Amik and Isaac L.Amik Fax (907)896-5140 Lower Kuskokwim School District: William Ferguson LKSD,Superintendent Box 305,Bethel,AK 99559 (907)543-4810 Kate McIntyre LKSD,Director of Capital Projects (907)543-4891 Pat DeSmet LKSD,Capital Projects (907)543-4892 Gary Hanson LKSD,Plant Facilities Manager (907)543-4888 Sam Westin LKSD,Maintenance Supervisor (907)543-4888 Fax (907)543-4908 E\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update 3.Subconsultants Rick Elliott Land Consultant:1407 Kinnikinnick St.,Anchorage,AK 99508 Rick Elliott Principal (907)272-2002 Fax (907)868-4043 Duane Miller Associates LLC:5821 Arctic Blvd,Anchorage,AK 99518 Duane Miller Principal (907)644-0510 Richard Mitchells Project Manager,GeoTech (907)644-3232 Fax (907)644-0507 Aurora Consulting:880 H Street,Suite 105,Anchorage,AK 99501 Ann Campbell Business Plan Consultant (907)245-9245 Fax (907)245-9244 4.Additional Contacts Additional information for this report was provided by the following people: Mike Marcarele ANTHC (907)729-3567 Gary Lincoln ADOT,Project Manager -Airports (907)269-0606 Ruth Carter ADOT,Coastal Engineering (907)269-6241 Richard Moody Delta Western Fuels (907)265-3822 Mike Poston Delta Western Fuels (907)276-2688 Abraham Palacios AVCP,Project Manager (907)543-3121 John Gwinn YKHC,Facilities Director (907)543-6020 Joe Hall Coastal Village Regional Fund /(907)278-5151 Coastal Village Regional Seafood (CVRS) B.APPLICABLE REGULATIONS,CODES AND POLICIES 1.State and Federal Regulations The design and operation of fuel systems is subject to the following state and federal regulations: State of Alaska Fire and Life Safety Regulations (13 AAC 50) 2006 International Fire Code as adopted by 13 AAC 50 2004 Memorandum of Agreement #1 between AEA and State Fire Marshal 2006 International Building Code as adopted by 13 AAC 50 EPA Oil Pollution Prevention Regulations (40 CFR Part 112) State of Alaska Oil and Hazardous Substances Pollution Control Regulations (18 AAC 75) 3 E\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update ¢Regulatory Commission of Alaska (RCA)Certification (3 AAC 42.05.221) «U.S.Coast Guard Facilities Transferring Oil Hazardous Material in Bulk Regulations (33 CFR Part 154) The current State of Alaska Fire and Life Safety Regulations adopted the 2006 editions of the International Fire Code (IFC)and the International Building Code (IBC).The code requirements of the IFC establish the primary design requirements for new facilities.In November 4,2004,the State Fire Marshal,in order to adapt the IFC to state regulations, entered into a Memorandum of Agreement with Alaska Energy Authority which incorporates modifications to IFC to allow for construction in rural Alaska. The State of Alaska Oil and Hazardous Substances Pollution Control regulations (C-Plan) apply to fuel systems which have a storage capacity of more than 420,000 gallons per Owner or Operator.The proposed consolidated bulk tank farm is not subject to C-Plan regulations. The U.S.Coast Guard Facilities Transferring Oil or Hazardous Material in Bulk regulations apply to fuel facilities that are capable of transferring fuel,in bulk,to or from a vessel with a capacity of 10,500 gallons or more.This regulation includes two separate plans:(1)Oil Spill Response Plan and (2)Operations Manual.The Oil Spill Response Plan is a spill response plan similar to the EPA's Facility Response Plan and it outlines spill planning requirements.The Operations Manual is a plan which addresses the procedures and equipment required for receiving fuel at the facility.The Coast Guard requires these two plans,and together with a Letter of Intent to Operate are submitted to the Captain of the Port for approval prior to delivery of fuel. The U.S.Environmental Protection Agency (EPA)regulations include two regulatory plans for fuel facilities:(1)Spill Prevention Control and Countermeasures (SPCC)Plans and (2)Facility Response Plans (FRPs).The SPCC Plan identifies minimum fuel facility requirements for aboveground tanks which have an aggregate volume of more than 1,320 gallons.The FRP is a spill response plan for facilities which are filled by marine vessel and which have a storage capacity of more than 42,000 gallons. 2.Denali Commission Policies PRIVATE ENTERPRISE POLICY (April 2003),Bulk Fuel Storage The developer of any bulk fuel storage consolidation project funded in whole or in part by Denali Commission funds will consult with all retail fuel suppliers within a community in the course of developing the project's conceptual design to ensure that their interests are understood and,to the extent feasible,dealt with in the course of conceptual design. The existing market share balance among retail fuel suppliers within a community may be significantly altered as a result of a Denali Commission funding,only if all of the CLCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update affected retail fuel suppliers currently operating in the community agree to it,or if such alteration is deemed necessary to facilitate competitive conditions in the community.For each type of fuel,the existing market share for a retail fuel supplier is defined as that supplier's existing in-service storage capacity as a percentage of the total gallons of existing in-service storage capacity for all retail fuel suppliers in the community. Where multiple retail fuel suppliers are involved in a project,comparable levels of investment in project costs (based on market share)will be sought from each participating retail fuel supplier in the community,whether public or private. Denali Commission funds may be used to upgrade or replace fuel storage facilities owned by private sector retail fuel suppliers if there is determined to be significant public benefit.However,to ensure that long term project benefits flow through to the public, such new or improved fuel storage and dispensing facilities will generally be owned by a local government entity which may lease the facilities to the private sector fuel supplier at a nominal cost or contract with the private sector fuel supplier for facility operation.The term of such lease or contract will be for the life of the assets,and is not transferable as an asset of the leaseholder without express written approval of the Denali Commission or its successor agency. Facilities funded in whole or in part by the Denali Commission may not be sold, subleased,or interest otherwise assigned without the express approval of the Denali Commission or its successor agency. ENERGY PROJECT DESIGN CAPACITY POLICY (April 2002) 1.The design capacity for bulk fuel projects shall be based on the projected village fuel storage requirements for not less than five nor more than ten years. 2.Where feasible,the design layout should allow space for future expansion of capacity to meet the anticipated requirements for at least twenty years. 3.The rate of change of population increase or decrease over the past ten years and population projections by village leaders,state agencies and others shall be taken into consideration. 4.Historical power production and consumption data shall be taken into consideration, including the most recent data of the Power Cost Equalization Program and the rate of change over time. 5.Designers shall distinguish between useable capacity and shell capacity in their design documents for bulk fuel projects.Typically,bulk tank useable capacity is 90%of shell capacity and dispensing tank useable capacity is 85%of shell capacity. OLCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update 6.Where fuel delivery is by barge,thirteen months of storage capacity is recommended, depending on local conditions and freight logistics.Where fuel delivery is by air,two to three months of storage capacity is recommended,depending on local conditions and freight logistics.If the design includes both barge and airport headers,village input and anticipated fuel costs shall be included in the determination of tank farm capacity. Designers shall take into account seasonal variations in fuel consumption. Infrastructure development projects may impact storage capacity requirements by increasing fuel and electric energy consumption.Designers shall investigate current and anticipated projects by interviewing village leaders,reviewing the Department of Community and Economic Development Grants Database,and contacting other agencies such as Village Safe Water,Alaska Energy Authority,Alaska Native Tribal Health Consortium,Department of Transportation and Public Facilities,the local school district,etc.Where an adopted comprehensive community development plan exists,that plan shall be taken into account in forecasting the design capacity of facilities. Project managers and/or designers are to explain the disadvantages of excess tank farm storage capacity to participants,such as accelerated corrosion in unused tanks, and increased costs for capital renewal and replacement,insurance,operations and maintenance.These additional costs must be factored into the business plan cost tables and will result in a per-gallon cost increase for project participants. BULK FUEL PIPELINES &DISPENSERS POLICY (April 2002) 1.The designer is to consult with the community's fuel suppliers and identify and install the most cost effective solution (capital and operating)for receiving and transporting bulk fuel supplies within a village that will meet all applicable safety codes and regulatory requirements. The standard is one header (marine or airport)as needed,and one fill pipeline for each product (diesel,gasoline,or aviation gasoline)per village,and to employ a joint use agreement among the users of the fill pipeline.Alternatives may be considered if it can be demonstrated that such alternatives can be installed and maintained at a lower cost than the standard. The standard is to install separate distribution pipelines to each of the largest fuel consumers (a large consumer is defined as using in excess of 10,000 gallons per year)in the village,such as the school,water plant and power plant.Alternatives such as a tanker truck in lieu of a pipeline,or distributed bulk fuel tank farms (locating the power plant's bulk fuel storage at the power plant,the school's heating fuel at the school,etc.)in lieu of a centralized co-located tank farm may ;E\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update be considered if it can be demonstrated that such alternatives can be installed and maintained at a lower cost than the standard. The standard is to install a single dispenser for each product for each project participant retailer at the bulk fuel plant.Alternatives may be considered if it can be demonstrated that such alternatives can be installed and maintained at a lower cost than the standard. A participant may elect any alternative that will meet code and regulatory requirements,provided the participant pays the increased cost above the standard. COST CONTAINMENT FOR ENERGY PROJECTS POLICY (Revised April 2002) 1.Cost Effective Designs.Cost containment requires that designs provide cost- effective solutions for the needs of Alaskan communities.Capacity and other design and site decisions should be based on a comprehensive community plan. Designs should be selected that address the identified needs in the most cost- effective manner feasible,considering operational and maintenance costs as well as construction costs to yield the lowest life cycle costs.This may mean implementing innovative technologies that provide real life cycle cost savings;or it may mean using very simple technologies that are sufficiently effective instead of more expensive approaches that increase costs without substantial benefit. Need Specific Designs.Project cost containment dictates that designs directly provide real,substantial and quantifiable benefits addressing specific Alaskan community needs.Designs should not be expanded to address other needs or desires within the community,unless those increased costs are funded from another source or explicitly approved by the Commission.Similarly,designs should not be based on unrealistic or unsubstantiated estimates for increased demand (see Commission Policy for Energy Design Capacity).Projects should not result in expenditures for items providing little or no real benefit,or that are outside the program goals.Design components need to be limited to items that address real,identified needs in a beneficial manner,and are not merely "convenience”items.Required components should not be "over-designed”for the sake of community convenience,nor based on unreasonable projections. Competitive Procurement.Cost containment requires that products,labor, materials,transportation,services,and other items must be provided at fair and cost-competitive prices for best value considering all the Denali Commission goals. Effective Project Management.Cost containment requires that actual construction activities be competently managed to minimize or eliminate costs associated with scheduling,vendor coordination,material delivery,efficient s--E\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update utilization of labor and similar items.This will result in minimizing or eliminating unexpected costs from delays or other issues. 5.Maximization of Cost Benefit via Project Selection.Part of cost containment is ensuring the greatest benefit for the cost.If a project exhibits abnormally high unit costs,even for valid reasons,the overall greatest benefit may be to fund projects with equally valid needs that can be completed for lower unit costs. Project Cost Containment Procedures The Denali Commission intends for its cost containment policy to minimize scheduling impacts and maximize the flexibility of their award partners while providing effective cost containment. Projects for new construction or renovation projects shall be initiated through Conceptual Design Reports (CDRs).Denali Commission Policies define procedures for determining acceptable capacities for bulk storage projects. Existing capacity provides a baseline for evaluating the required capacities.The CDR needs to include information on three items to confirm that costs and capacities are not anomalously high. a.The CDR should compare proposed capacity with guidance in the Denali Commission Energy Project Design Capacity Policy. b.The CDR must demonstrate compliance with the Commission's policy on design capacity.The CDR should compare existing versus proposed capacity to determine whether the capacity increase is 20%or less. C.The CDR should compare project unit costs to the below unit costs to determine if the project is less than or equal to the bench mark values. Unit costs are calculated as the total project budget divided by the total design storage capacity.A larger capacity project should relate to the lower end of the cost range for each capacity level. Capacity Benchmark Unit Costs: 0 -50,000 gallons $18.00 to $14.00 per gallon 50,001 -100,000 gallons $14.00 to $12.00 per gallon 100,001 -200,000 gallons $12.00 to $9.50 per gallon 200,001 -300,000 gallons $9.50 to $8.50 per gallon 300,001 -400,000 gallons $8.50 to $7.50 per gallon 400,001 -500,000 gallons $7.50 to $6.50 per gallon Greater than 500,000 gallons $6.50 to $2.50 per gallon i \LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update INVESTMENT POLICY (April 2004) General Policy Commission investments are directed by federal law,by the Commission's Guiding Principles,and by specific allocation decisions made by the Commission.Infrastructure needs of rural Alaska are enormous compared to available funding;thus,it is imperative that each dollar be invested in a way that will maximize the sustainable long term benefits to Alaskans.The Commission will promote investment in infrastructure where the promise of sustainability (facility and services)can reasonably be demonstrated both now and in the future.Infrastructure sustainability can be enhanced by adapting available technology and appropriately sizing facilities to meet the particular needs and circumstances of communities. Factors which will influence investment decisions: 1.Imminent environmental threats.Facilities will be placed so as to be protected from imminent environmental threats such as flooding and erosion. 2.Priority to be placed on needs of existing communities.The Commission will give priority to the critical infrastructure needs of existing communities. 3.Regional support.The Commission recognizes that borough and_local governments promote equity among Alaskans,and that the existence of a state- chartered government increases the probability that basic infrastructure and services provided with Denali Commission funds will be sustained over the long term.Consistency with a regionally approved plan is a factor lending strength to investing in a particular project. 4,Proximity/access to existing services and/or facilities.In determining the need for a new facility,a careful evaluation of existing services will be performed. Where two or more communities in close proximity to one another can be adequately and more cost effectively served by a single facility,that option will be selected. 5.Renovation versus new construction.Where existing facilities can be renovated or expanded to adequately meet community needs at significantly lower life-cycle costs than new construction,that option will be favored. 6.Population trends.\nfrastructure will be sized to meet needs that can reasonably be projected over the design life of the project. 7.Affordability.The Commission will evaluate proponents'capacities to afford the life-cycle costs associated with sustaining proposed services and/or facilities, :OILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update either through user fees,industry support,government transfer payments or grants from private entities. Per capita investment.While there are many factors which may explain extreme variations in per capita investment in communities,the Commission will compile and review this data to ensure that there is reasonable equity in the distribution of funds across all rural Alaska communities. CRITERIA FOR SUSTAINABILITY POLICY,BULK FUEL FACILITIES (April 2002) 1.The bulk fuel storage facility must be substantial with an approved business and work plan,where adequate revenue will be available to cover all expenses and provide for renewal and replacement of plant.A renewal and replacement fund must be established to cover the projected costs of major repairs,renovations, renewals,and replacement of major plant components. The bulk fuel storage facility must be in compliance with the laws and regulations that govern its operation. Adequate preventive and scheduled maintenance must be provided,facility inspections and leak tests conducted,and the facility is kept in good condition and repair. The Primary Owner must maintain separate accounts for the tank farm operation and arranges for annual financial audits of these accounts. The Primary Owner cannot be in default with respect to any of its financial obligations,including debts,taxes,or other established liabilities. Fuel surcharges and other means of generating revenue must be in place for tank farm operations payable by each tank farm occupant based on occupant's use of the facility. Adequate business insurance must be in place that covers all significant risks. A credible business and work plan for the facility must be prepared or updated no less than once every five years. Formal agreements must be in place between the Primary Owner and any Secondary Owners that provide for the proper operating procedures and necessary maintenance. 3.Alaska Energy Authority Policies Site contro!must be obtained before a grant agreement is finalized and prior to construction.The grantee is responsible for obtaining site control of the main 5 E\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update facility site and associated pipelines.AEA's goal is to have site control complete for the bulk storage facility by mid-December,the year prior to the construction season in which construction of the bulk fuel facility will begin. 2.Land for constructing the bulk storage facility on should be provided as an in-kind contribution to signify community ownership and responsibility for the facility once completed.When local governments control the land it is anticipated that the land will be donated to the grantee in perpetuity for the benefit of the community.In case of pipeline easements,a land transfer may not be required.If the project will be located on land re-conveyed from the ANCSA Native Corporation to the community for community use or expansion purposes,it is anticipated that the re-conveyed land would be donated.Donated land should be recognized in the grant agreement as an in-kind contribution. 3.The maximum storage capacity for a single tank farm shall be the ADEC C-Plan threshold of 420,000 gallons.AEA may consider building two adjacent facilities that are each less than C-Plan threshold limits. 4,AEA will not provide facilities that allow the use of credit cards (i.e.card-swipe dispensers).Debit cards are acceptable. 5.Only one electrical meter will be provided at a tank farm.Additional meters may be included if provided by others. 6.Heavy Equipment Policy:As part of AEA bulk fuel upgrade projects communities are required to provide "in-kind”contributions including,as available,the land for the new tank farm and use of local heavy equipment.Grant funds will pay for equipment fuel,maintenance,operator wages,and minor repairs of equipment during construction,but not rental of grantee-owned heavy equipment.Construction Manager's mechanic will inspect equipment prior to construction.A mechanic's report will be provided to the AEA project manager. Equipment in good condition,or that can be reasonably repaired to a useable level,may be repaired to use on the project if economically feasible.AEA will not repair equipment to a like new condition,but will maintain equipment at a level comparable to the condition it was in at the start of the project.In the event that a major equipment component (engine,transmission,etc.)is damaged in the course of normal operation,AEA will contribute towards repair or replacement of that component on a pro-rated basis. :(OILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update IL.EXISTING FUEL SYSTEMS A.GENERAL OVERVIEW Site investigations included an inspection of the following tank farms and fuel distribution systems: B. Lower Kuskokwim School District -Chief Paul Memorial School Kipnuk Traditional Council -Kipnuk Light Plant Kugkaktlik Limited -ANCSA Village Corporation Kashatok Bros Store -Private retailer (no longer operating) Old Power Plant (no longer operating) Air National Guard Armory buildings Post Office Private Tanks -Various Owners/Users EXISTING FACILITIES LAYOUT A detailed description of each of these tank farms follows: 1.Lower Kuskokwim School District LKSD operates this facility,located adjacent to the Chief Paul Memorial School, for bulk storage and supply of heating fuel for the main school building and housing units in the school complex. The tank farm consists of ten vertical bulk storage tanks with a total shell capacity of 70,200 gallons.These tanks are BIA stackable style with removable roofs and vary in size.The tanks are located in a low,wet area and the dike has standing water inside of it (dike liner may have been compromised).Tank foundations are made of heavy timbers that have settled into the tundra.Timbers have been re-leveled multiple times and currently need to be re-leveled.The tanks appear to be in fair condition although are not UL Listed.Tanks are filled from a dedicated marine header line from the Kugkaktlik River. The school complex includes ten supply tanks connected to a fuel distribution network and four supply tanks that are filled by hand.The ten tanks that are hard piped are filled from a common distribution pump without automatic controls or overfill prevention devices. 2.Kipnuk Traditional Council (Kipnuk Light Plant) The KTC light plant has tanks in two locations;one group of tanks is behind the power plant and the other is a single tank in front of the KTC office building, 14 C\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update between the building and the Kugkaktlik River.The tanks are used for bulk storage and directly supply diesel fuel to a day tank in the power plant.All of the tanks are filled from the same dedicated marine header line from the Kugkaktlik River. Tanks behind Power Plant:This facility consists of three 10,800 gallon vertical tanks and one 6,800 gallon vertical tank inside an earthen containment dike. Outside the containment dike are two horizontal tanks;one 30,500 gallon self- diked tank that is in service and one 5,200 gallon single wall tank that is not used. The gross shell capacity of in-service tanks at this location is 69,700 gallons.All tanks are in fair condition with the exception of the smaller horizontal tank which appears to be abandoned.All tanks are supported on timber foundations.The dike liner has been compromised and may have never met the ADEC definition for sufficiently impermeable. Tank in front of KTC Offices:This location has one 76,400 gallon vertical tank that is supported on a timber foundation and placed on an inadequate liner.The tank is heavily corroded and in poor condition.This tank is connected to the distribution system via the marine header pipeline. 3.Kugkakthk Limited The Kugkaktlik Limited (Corp)tank farm is a loose conglomeration of vertical tanks in four groups,all at the north end of the community and adjacent to the Kuguklik River.The tank farm is operated for bulk storage,and for retail dispensing of gasoline and diesel fuel. There are seven smaller tanks with a gross shell capacity of 56,100 gallons which have no containment system and are currently not connected to any piping system and are not used.The tanks are in poor to fair condition. Two 500 gallon skid mounted horizontal double wall dispensing tanks exist but have been disconnected from the dispensers and are not used.These tanks are in good condition. Two 111,900 gallon vertical tanks are located inside a containment area with steel dike walls and an exposed liner which extends under the tanks.The tanks are on earthen foundations with rigid board insulation under the containment area and tanks.The rigid insulation has floated during high water conditions and the dike liner and containment area has been compromised.The tanks are filled from a dedicated marine header line from the Kuguklik River.The tanks are in good condition but the foundations appear to be failing. One 44,600 gallon tank is located inside a lined containment area with steel dike walls.The tank is supported on a timber foundation.A fence with a locked gate -EAILCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update surrounds the tank and containment area.The tank is filled directly from a barge using a flexible hose.Until recently,Kugkaktlik Limited rented the tank to ANTHC,who has now purchased the tank outright.ANTHC is using the tank to store diesel product for ongoing water and sewer construction projects.The intent of the parties is for ANTHC to transfer ownership of the tank back to Kugkaktlik Limited after a permanent tank farm has been constructed to supply the proposed water and sewer facilities with fuel. 4.Privately Owned/Used Tanks Approximately fifty 500 gallon and twenty-five 1,000 gallon single wall horizontal tanks were observed at various locations on the Eastern bank of the Kugkaktlik River.A few larger tanks were also found at these locations.Many of these tanks appear to be currently used for private fuel storage.In general, these private tanks are non-compliant with many,if not all,regulatory requirements and pose potential hazards to environment and life safety.The approximate gross shell capacity of the private use tanks is 88,100 gallons. Areas with tanks on the river bank have been divided up into four individual sites (see Figure 1 -Project Overview,for tank locations).Estimated gross shell capacities for the individual sites follows: Site I -36.500gallons:Capacity includes two vertical tanks;one 10,000 gallon and one 15,000 gallon. Site II -15,000 gallons:Capacity does not include Kashatok Brothers Store which is located at this site. Site II]-10,000 gallons:Capacity does not include the old power plant tank which is located at this site. Site IV -26,600 gallons:Capacity includes three vertical tanks;two 5,000 gallon and one 8,000 gallon. Based on the condition and placement of the tanks,it has been estimated that 50 to 60%of the available gross shell capacity is being used.This assumption has been generally confirmed by fuel suppliers. 5.Other Tanks Kashatok Brothers Store:Six 2,300 gallon horizontal single walled tanks located inside an earthen dike.These tanks were previously used for retailing gasoline; however they are no longer used for retail sales.Kashatok Brothers Store is no longer operating as a fuel retailer and will not be a participant in the proposed co-located bulk storage facility. -GILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update Cc. Old Power Plant:A single 23,000 gallon vertical tank.The tank is in poor condition and is not in service.The old power plant is no longer operating and will not be a participant in the proposed facility. Air National Guard Armory Buildings:One 3,000 gallon horizontal double walled skid mounted tank is used to supply heating oil to the old armory building. One 1,500 gallon horizontal self-diked tank is used to supply heating oil to the new armory building.This entity is assumed to purchase fuel from the Corporation,or is self sustainable and,for cost containment reasons,will not be included as a participant in the proposed facility. Post Office:One 1,000 gallon horizontal tank supplies heating oil to the post office.This entity is assumed to purchase fuel from the Corporation or is self- sustainable and,for cost containment reasons,will not be included as a participant in the proposed facility. EXISTING TANK STORAGE CAPACITY SUMMARY The following table lists the existing total tank shell storage capacity for all of the tanks currently in use.Unless otherwise stated,it has been confirmed that the tanks that are currently being used are those that are in superior condition.The shell capacity (100%of the potential tank volume)is stated since it is common for operators to completely fill the tanks and draw all fuel out of the tanks during normal operation of these facilities.In some cases,the tank capacities have been estimated or provided by the Owners and not confirmed. Existing Usable Tank Shell Capacity (2007) Fuel Oil Gasoline Total Facility (gallons)(gallons)(gallons) LKSD 70,200 70,200 KTC (Light Plant)146,100 146,100 Kugkaktlik Limited*156,500 111,900 268,400 Private Tanks**28.500 18.300 46,800 401,300 130,200 531,500 D. *Includes volume of ANTHC tank. **Usable storage capacity and fuel type based on most recent delivery information. CURRENT FUEL USE Annual fuel consumption data was gathered from each entity at major existing facilities excluding the small privately used tanks.Each entity was asked to estimate current yearly fuel consumption and to provide historical data when available.See Appendix A CLCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update Ill. for fuel record information gathered for these facilities.Power Cost Equalization (PCE) data for the power plant is located in Appendix C which gives the most accurate fuel consumption data for KTC.Current annual consumption for the small privately used tanks is based on fuel delivery data.Fuel used for construction by ANTHC is for short term demand and will not be factored into estimated current consumption for the community.Fuel for the completed water and sewer facilities being constructed by ANTHC will be supplied by a tank farm being constructed as part of the water and sewer projects and will not be factored into the estimated current consumption for the community. Based on the process identified above,the estimated current annual fuel consumption for the community is as follows: Estimated Current Annual Fuel Consumption (2009) Fuel Oil Gasoline Total Facility (gallons)(gallons)(gallons) LKSD 42,000 42,000 KTC (Light Plant)141,000 141,000 Corporation*59,200 63,900 123,100 Private Tanks 27,600 16.600 44.200 269,800 80,500 350,300 *Does not include ANTHC consumption. PROJECTED FUTURE FUEL USE The community of Kipnuk appears to be experiencing a long period of steady increase in fuel consumption.This steady increase seems to be consistent with a relatively stable growth in population and infrastructure,and reflects an increase in operating efficiencies within the community. 1.Population Growth Federal census data from the Alaska Department of Community and Economic Development database shows a population growth from 1990 to 2000 of 37%for the 10 year period,which reflects an annualized growth rate of 3.2%. Alaska Department of Labor population data for Kipnuk shows significant population growth since 1990.Analysis of this data shows a growth rate of 19% over 10 years,or an average annual growth rate of 1.8%per year.Data for the last 5 years show a growth of 2.8%,or 0.6%per year. -CILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update Kipnuk Population Data Year |Population |%Growth |%Growth Census Yearly (5-Year)(10-Year) *1990 *470 1991 469 1992 509 8.5% 1993 498 -2.2% 1994 522 4.8% 1995 543 4.0% 1996 550 1.3%17.3% 1997 557 1.3%9.4% 1998 555 -0.4%11.4% 1999 573 3.2%9.8% *2000 *644 4.2%9.9%*37.0% 2001 621 4.0%12.9%32.4% 2002 646 4.0%16.0%26.9% 2003 649 0.5%16.9%30.3% 2004 662 2.0%15.5%26.8% 2005 688 3.9%15.2%26.7% 2006 666 -3.2%7.2%21.1% 2007 664 -0.3%2.8%19.2% *Federal census data,all others data is DOL Workforce Development estimate. The Alaska Department of Labor has made predictions,based on research and analysis of population demographics,and population growth in the Bethel Census area in which Kipnuk is located.These projections predict the Bethel Census area growing 10.3%over the next 10 years,or 1.0%per year.The above data shows the population growth for Kipnuk appears to be slowing down. The above population data for Kipnuk and surrounding areas has predicted the following annual population growth rates: °1.8%based on DOL past 10-year population trend. °0.6%based on DOL past 5-year population trend. .1.0%based on DOL Bethel Census Area predicted 10-year growth. .3.2%based on Federal census data 10-year growth. -CILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update Based on the above summary,a 1.6%annual population growth rate for Kipnuk is recommended for projecting future fuel consumption,or an equivalent 10-year growth rate of 17.2%.See Appendix B for additional population data. 2.Energy Demand/Historical Consumption Trends Historical information regarding fuel storage and consumption throughout the community was requested from entities within the community.This data was available from Kipnuk Light Plant,LKSD,and Kugkaktlik Limited,but information for private tanks was only available for 2004. Fuel consumption for the Kipnuk Light Plant historically increased at a steady rate from FY1996 to 2006.FY2007 and 2008 show inconsistencies in this trend. Appendix C includes PCE data which shows power generation history and trends. The increase in annual fuel consumption in FY2006 is consistent with the 1.6% projected population growth.Reviewing generating efficiency of the power plant shows that output has stayed proportional to fuel consumption between FY1996 and 2006 indicating consistent power production efficiency.In FY2007 and 2008 fuel consumption goes up and power production goes down indicating a decrease in generation efficiency.The FY 2008 trend usage was used for current fuel consumption which allows a step increase of 8,300 gallons over prior projections. This consumption will be assumed to increase at the projected population growth. Historical information for LKSD shows a decline in consumption for FY 2002, 2003,2004,2005 and 2007.LKSD maintenance and facilities personnel report that short term climatic changes (above normal winter temperatures)resulted in heating systems operating at lower rates,which accounts for the lack of growth in heating fuel consumption during these years.Consumption data for FY 2006 and 2008 are back to historically higher levels and have been assumed to reflect the current annual fuel consumption for the school.LKSD is planning a major addition in 2011 or 2012 which includes almost doubling the square footage of the school as well as a new power house for generating the school's electrical power.The new tankage for LKSD will be sized for the new school addition and generating power for the school.See Appendix A for school addition fuel consumption calculations and projections for LKSD. Fuel consumption for the Corporation and private tanks has been assumed to increase at the rate of the projected population growth. 3.Storage Shortfall/Rationing Another factor to be considered when determining fuel use is rationing at retail facilities when fuel quantities or power generation supply runs low.Obviously, rationing curtails sales and does not accurately reflect the village fuel demands. -CILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update The previous Power Plant manager,James Mesak,indicated that the community has been forced to ration electrical power once during a blizzard during the winter of 2006.When the power plant neared its maximum power generation capacity the plant operator transmitted messages to the community via VHF radio requesting the public to shut off non-essential appliances.LKSD has also reported,that during the colder winter months,the School has shut down some loads in the morning while cooking lunch due to insufficient power plant capacity.This type of rationing,or load reduction during high demand,will reduce the peaks but does not significantly affect the gross annual power consumption. For the above reasons rationing will not be factors into projections for power plant fuel consumption projections. 4.New Sources of Demand Sources of increased fuel demand,such as construction activities,new homes, new infrastructure and changes in or upgrades to existing infrastructure all have potential impacts on fuel demand and consumption.To find out which,if any,of these potential sources are anticipated,the following entities were contacted and asked to provide estimates of planned activities: Alaska Village Council Presidents (AVCP) Alaska Department of Transportation (ADOT) Alaska Native Tribal Health Consortium (ANTHC) Kugkaktlik Limited (Corp) Coastal Village Regional Seafoods (CVRS) U.S.Army Corps of Engineers (USCOE) Kipnuk Traditional Council (KTC) Economic Development Administration (EDA) AVCP indicates a commitment of approximately 25 single-family units in the next 10 years.With 25 new dwelling units in the next 10 years anticipated,this would result in a total increase to annual fuel!oil demand of approximately 10,000 gallons. ADOT is currently working on Phase I]of a new airport project in Kipnuk which is planned to be operational by 2006.The peak demand load for new runway lighting is projected to be 12 kW. ANTHCis in the process of constructing a washeteria and a water treatment plant as part of a long term master plan for development and operation of a piped water and sewer systems.These plans include maintaining and operating a tank farm with a 60,000 gallon capacity for fuel oil which is projected to meet fuel 5 E\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update requirements for all master plan upgrades.Electricity for these improvements is projected to be supplied by the Kipnuk Light Plant,with standby generators built into the system.The peak electrical load for full build out of all improvements under the master plan is projected to be 150 kW with an average projected load of 50 kW.Based on a historical power plant operating efficiency of 13.69 kWh/gallon for the normal projected load would increase fuel consumption for electric production by approximately 32,000 gallons annually. CVRS indicates that they are open May through August and,as most of the energy used is electrical,annual fuel oil consumption does not exceed 500 gallons.The electrical load for the fish plant is included in current and historic consumption for the power plant.The fish plant has been opened for the past four years and is included in historic consumption for the Corp.They have no current plans for expansion. USCOE,KTC and UDA all indicated that they anticipate no new development for the village of Kipnuk in the foreseeable future. 5.Alternative Sources of Energy In order to accurately address future fuel consumption,based on energy demand, viability of potential alternative energy sources must be considered.For this report,the following potential energy sources were briefly analyzed: «Waste Heat Recovery Waste heat from the Kipnuk Light Plant is currently used to heat the Kipnuk Tribal Council offices or the old school building.Waste heat accounts for 100%of the building heat.Power plant operators indicate that a surplus of waste heat is available,after accounting for the KTC office requirements.This report incorporates the continued use of waste heat for the power plant and the KTC facility;however it is assumed that there are no other economic uses for the surplus heat as no other potential users are located in the general area. e Wind Energy Wind speed was recorded for the Kipnuk area for the ADOT airport master plan from October of 1996 through November of 1998.Data collected indicates a 16 mph mean which matches the Alaska High Resolution wind map model showing a class 5/6 wind resource. The power system should easily accommodate 3 -4 wind turbines (or more).With this level of wind,an Atlantic Orient Corp.(AOC) 15m/50kW unit should produce roughly 160,000 kWh a year.Four 7 CLCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update AOC units would produce approximately 640,000 kWh.Assuming a very conservative 14 -15 kWh/gal using new diesel generators, 640,000kWh/15kW/gal results in approximately 42,000 gallons of avoided fuel consumption.From the village's perspective it works out to about $168,000 a year savings at a fuel price of $4.00/gallon. Capital costs for conversion to supplemental wind generation are high; therefore it is anticipated that it would only be considered within a planned upgrade to the community's power system. Based on discussions with the community and AEA,it is recognized that Kipnuk has a good potential for utilization of alternative wind energy.It is anticipated that upgrades to the community electrical power system has been a priority for AEA and there is a good possibility this will occur within the next ten years. Hydroelectric A summary of hydroelectric feasibility reconnaissance studies (R.W. Beck &Assoc -1981,ACRES -1982 and ISER-1976-1995)was provided by AEA.All potential sources identified were found to not be economically viable at the time of the study. Alternative Fuels Kipnuk Light Plant,the electrical power provider,currently utilizes diesel #1 as its generator fuel source.Use of diesel #2 has proven to provide increases in BTU production per gallon of fuel used in power generation facilities by a factor of 1.05 and up.However #2 is less resistant to waxing (separation)at low temperatures and must be maintained at minimum temperatures to be successfully utilized.The economic viability of using #2 should be considered,as surplus waste heat would be available for tank heating,and the proposed upgraded tank farm location would be within a feasible waste heat delivery distance from the power plant. The heating value of diesel #2 is 140,000 BTUs/gallon and diesel #1 is 133,000 BTUs/gallon.Using the current consumption figures of 154,800 gallons of diesel #1 per year,a conversion to diesel #2 would reduce fuel consumption to approximately 147,400 gallons resulting in an annual reduction in fuel consumption of 7,400 gallons.Assuming fuel pricing of $4.00/gallon for either product,this conversion could result in savings of $29,600 or more in annual operating funds. :GJLCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update Based on discussions with the community and AEA,it is assumed that upgrades to the community power system will be completed in the next ten years.The availability of #2 fuel in the Kipnuk area should be investigated and considered for the new power plant. No other alternative fuels exist locally in significant enough quantities to be considered. ¢Geothermal Energy Based on review of the 2003 U.S.Department of Energy map of Alaska Geothermal Resources,no geothermal energy sources are available. -Efficiency Improvements (Energy Audit Recommendations) An End Use Recommendation Assessment has been provided to the Community of Kipnuk showing cost effective upgrades to lighting and heating systems by AEA.However,conservation impacts will not be substantial enough to incorporate into projected fuel consumption. 6.Projected Fuel Consumption and Storage Requirements Long term historical data for Kipnuk indicate a steadily increasing population with a corresponding increase in fuel consumption.New demand sources such as new housing and commercial development are assumed to be reflected in the normal population growth rate. Construction of a piped water/sewer system as previously discussed in this report will result in a step increase in power demand since the completed facilities will immediately increase fuel consumption,in addition to the amount due to the normal population growth.This step increase in fuel demand is estimated to be 32,000 gallons of fuel oil annually. As such,based on the data provided in this report,a 17.2%increase for projecting fuel consumption in ten years will be used,due to the assumption that historic increases in fuel consumption are proportional to population growth for the community of Kipnuk. In the past,consumer supply has been provided by the Corp,Kashatok Bros Store, and self stored by the end user.As stated earlier in this report,Kashatok Bros no longer provides retail fuel dispensing.The private tanks along the river bank being utilized are non-compliant and their use should be discontinued.As such,it is assumed for this report that the supply for all private consumption will be CLCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update provided by the Corp by retail dispensing,or by storage and dispensing of co- operatively owned fuel with a corresponding through-put charge. Considering the factors outlined above,the resulting projected future fuel consumption by entity is identified in the following chart. Projected Future Fuel Consumption (2019) Fuel Oil Gasoline Total Entity (gallons)(gallons)(gallons) LKSD 110,500 110,500 KTC 197,300 197,300 Corp 101,700 94.400 196,100 409,500 94,400 503,900 Discussions with fuel suppliers and the community indicate that the first fueldeliverycanbeconservativelyassumedtobenolaterthanJune15"and the last delivery can be conservatively assumed to be September 1%,leaving a conservative maximum 9.5 month period between deliveries through the winter. Using available data from PCE reports for historical analysis,it is evident that the power plant experiences a very stable 83%of total fuel consumption during this 9.5 month period.Based on discussions with LKSD and the Corp,and using data supplied by the fuel suppliers,it appears that approximately 90%of all remaining fuel oil (predominantly for heating)is consumed during this period.The same research indicates that unleaded gasoline is consumed,predominantly,for outboard motors in the summer and snowmobile engines in the winter.Timing of unleaded fuel consumption is thought to be 60 -80%during the 9.5 month period between barges and 20 -40%during the summer. IV.PROPOSED NEW FACILITY A consolidated bulk tank farm is proposed for the new bulk fuel facility,which will include combined bulk fuel storage for the LKSD,KTC (power plant)and the Corp.The new facility will include supply pipelines to intermediate tanks at the power plant and the school,and a dispensing system for both unleaded gasoline and fuel oil for the Corp. A.SITE SELECTION No tank farm site was initially identified by community representatives during the first site inspection meeting although several potential sites were discussed.Potential sites were reviewed based on the following criteria: 7 CILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update Distance from River Bank.The tank farm must be located far enough from the river so it will not be endangered by erosion of the river bank for the life of the facility. Soils.Preliminary geotechnical data for the area indicates that foundation design will be problematic no matter where the tank farm is sited. Proximity to end users.Locating tank farm near the power plant,the school and/or the Corp's retail dispensers will realize shorter pipelines and ease access for operations. Proximity to Residential Areas.Locating away from residential areas is of primary concern. After consideration of sites near the power plant and near the school,a tank farm site was selected near the power plant facility,based on the availability of open land in the area, distance requirements from the river,close proximity to the power plant,and distance from the main residential areas.See Figure 1 -Project Overview.This site has been discussed with KTC and the Corp,and accepted by both participants by passing formal resolutions,see Appendix I -Other Data. Historical hydrological data indicates that the east bank of the Kuguklik River has been eroding near the Corporation Hardware Store which has been evaluated,see Kipnuk Erosion Analysis narrative in Appendix I.Results of this investigation are presented in Figure 2 -Erosion Study.The analysis concluded,using maximum anticipated erosion rates with the proposed tank farm site 680 feet from the river,it will take almost 50 years for the river bank to erode within 100 feet of the tank farm.The design life of the facility is 30 years,facilities of this type typically last 40 years plus or minus. B.SITE CONTROL Site Control for this report has been provided by Rick Elliott.See Appendix D for Site Control information.The site should be reviewed for public rights relating to SHPO/Historic Preservation. The land lies entirely within Sections 3 and 10,Township 3 South,Range 86 West, Seward Meridian and is reported to be owned by the Kipnuk Native Community,who has been confirmed to be the same entity as the Kipnuk Traditional Council (KTC). CILCMF. 2/17/09(0843)BY:mraynerAUTOCADDRAWNGNAME:FiIG-1PROJECTOVERVIEW.dwgPLOTTINGDATE:PROJECT OVERVIEW ee ey DATE OF PHOTOGRAPHY;JUNE 12,2002 SCALE:=200°ALASKAENERGYAUTHORITYKIPNUKBULKFUELUPGRADEKIPNUK,ALASKAuii DESIGNREPORTREVISIONS:CONCEPTUALDRAWN BY:MAR CHECKED BY:GMO DATE:02/13/09 JOB NUMBER:08-403 SCALE:AS SHOWN DRAWING TITLE: PROJECT OVERVIEW SHEER:OF FIG-1 2/17/09(09:51)BY:mraynerAUTOCADDRAWNGNAME:FIG-2ErosionSludyPlan.dwqPLOTTINGDATE:aySaHeaBPaoe EROSION STUDY PL AS MRS. 40°¥RS, totta, '3.8 FTV= 7tee"he -HARDWARE STOREW "/ 'ate ae LEGEND 1963 1983 1996 (MLY) 2002 2004 (OCTOBER) 2008 (NOVEMBER) SCALE:Tw =100 ALASKAENERGYAUTHORITYKIPNUKBULKFUELUPGRADEKIPNUK,ALASKADILCMF..DESIGNREPORTREVISIONS:CONCEPTUALDRAWN 8Y:MAR CHECKED BY:GMO DATE:02/13/09 JOB NUMBER:OB-403 SCALE:AS SHOWN DRAWING TILE: EROSION STUDY PLAN SHEET:OF FIG-2 Kipnuk,Alaska Bulk Fue!Upgrades Conceptual Design Report Update The tank farm site is adjacent to the Kipnuk Light Plant and the existing tank farms for both the Light Plant and the Corporation,and lies partially within the boundaries of the land that was leased to the State of Alaska,Department of Education on May 31,1984. The site was used at one time for a high school but is no longer used for school purposes. Section III of the lease provides that the lease shall terminate "on the last day of May 2039,or upon such date as the premises are no longer used for purposes authorized under Section II”.As the site is no longer used for school purposes,the lease may have been terminated by its own provisions.However,if it has not already done so,the Department of Education and Early Development (DEED)should relinquish any interest in the lease to clear the record. The project will require an intermediate tank at the school,with a connecting pipeline from the tank farm.The school property is currently leased to LKSD by KTC.The pipeline will be entirely on KTC property;however sections of it will run along side of existing boardwalks and easements should be obtained to ensure right-of-ways for the service life of the proposed facility. Cc.SOIL CONDITIONS A review of the existing geotechnical information at or near the sites was undertaken. This review revealed a full geotechnical investigation should be performed to fully investigate the possibilities of a pile foundation for the bulk tank farm. The area around Kipnuk is flat and poorly drained with numerous small to large lakes with small drainages that drain into the Kuguklik River.The elevation of the village is about 10 feet above mean sea level.The tidal range in the river is about six feet,and the tundra floods when storm surge occurs.Area soils consist of peat over organic silt and silt with occasional fine sands.Permafrost conditions vary widely in the community. The soils in Kipnuk are warm and contain dissolved salts.As addressed earlier,the river bank on the community side is eroding. The proposed site for the new community tank farm appears to be a drained lakebed with organic silt to depths of 3 to 8 feet,underlain with silt to 30 feet.No data has been previously obtained below 30 feet.Seasonal frost was encountered to depths of 3.5 to 4 feet with no permafrost below that depth.Salt content of the pore fluid was mostly between 10 and 20 ppt,with some lower readings between 0 and 5 feet. A complete geotechnical investigation was performed to verify the actual site conditions and validate the use of a pile foundation design to support the bulk storage tanks.The geotechnical investigation was completed in March 2007 while surface frost conditions were sufficient to support sampling equipment.A complete copy of the geotechnical investigation report with recommendations has been included as Appendix E. CJLCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update D.COMMUNITY FLOOD DATA The U.S.Army Corps of Engineers -Flood Plain Management Services ALASKAN COMMUNITIES FLOOD HAZARD DATA 2004 publication provides no flood history data.See Appendix F -Flood Hazard Data. LCMF previously conducted an informal flood elevation investigation in Kipnuk in 1999. This investigation used an assumed finished floor elevation of 105 feet at the power plant and,using available anecdotal data a flood elevation was established at 98.7 feet.Data from this informal investigation is not available. For this report inquiries were made to USCOE and ADOT to find any available information regarding flooding in Kipnuk.No significant data was found.ADOT indicated that elevation for the new runway under construction was established based on anecdotal information that floodwater has never overtopped the existing runway.FAA information on the Kipnuk runway indicates a maximum elevation of 11 feet above MSL, with end elevations of 9.7 feet and 8.4 feet above MSL. During an August 9,2007 site visit LCMF inquired about the maximum flood elevation. Steve Mann,Kipnuk resident since 1972,indicated the maximum flood elevation he has witnessed about every five years is 85 inches below the KTC office building finished floor. Available flood elevation data appears to be consistent.Based on the November 2008 LCMF survey datum the maximum flood elevation appears to be between 99.0 feet and 100.0 feet. The design of this facility will establish the maximum flood elevation for the purpose of specifying the recommended building height which will be no less than 1.0 foot above the maximum flood elevation (flood of record).An initial elevation for the steel deck of 5 feet above existing grade has been used for the concept design which correspond to an elevation of 102.0 feet based on the November 2008 LCMF survey.Based on this preliminary evaluation 5 feet above existing grade should be conservative.Preliminary pile foundation calculations allow the deck to be raised more than 7 feet above grade if necessary. E.LOCAL FILL MATERIAL No local fill material is available that is non-frost susceptible.Local material has been used in the past as pad embankments,and is currently being used as embankments for a new airstrip.Several sites for mining local material have been previously investigated by ADOT and and ANTHC and are available for this project if required. CILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update F.TANK FARM FOUNDATION The proposed project site is considered to have non-frozen soils.To construct a stable foundation the underlying soils must either be stabilized or replaced with an alternative stable foundation.Earthen foundations may be slightly less expensive than the pile alternative although an earthen pad in Kipnuk is less predictable and therefore a higher risk.Consolidation of soils could delay construction of the tank farm for several years. Even after waiting for soils to consolidate some differential settlement is to be expected. Import material would likely cost $150/yd.Surface frost,deeper than normal seasonal frost would further complicate the earthen pad design.For these reasons a pile supported foundation has been selected for the bulk tank farm.See Appendix G for tank farm foundation pile plan. A pile supported platform was used on a similar project in Kotlik,Alaska,which also has an unfrozen silt soil condition,with apparent success.The Kotlik geotechnical investigation resulted in a bearing capacity of 65 kips using a 12 inch pile with a 65 foot embedment.The geotechnical investigation and calculation for Kipnuk resulted in a 65 to 70 kip pile design using a 14 inch pile with a 55 foot minimum embedment. The piling and platform would be constructed with driven steel pile,structural members and plate.Potential for flooding caused by storm surge exposure will be considered in the final platform elevation. A pile supported foundation has many advantages relating to remote operation of a facility such as this.Construction is started in late winter and concluded in a single summer construction season while construction of an earthen pad,including surcharging, would likely extend over two full seasons and require two major mobilizations/demobilizations.The fill pad is also extremely dependent upon moisture content,which makes the project susceptible to delays due to ground water conditions and rain.The embankment design would also have to provide erosion control,since the silty material is prone to washing away during run-off and flooding events. Consequently,maintenance of an earthen pad will exceed that of a pile supported platform. G.SECONDARY CONTAINMENT Secondary containment for the tank farm would be provided by steel dike walls seal welded directly to a raised steel platform floor.By seal welding all dikes and platform joints,no additional membrane liner is required.See the Conceptual Design Drawings in Appendix G for additional details. The secondary containment area must be designed to contain the volume of the largest tank in the containment area,with additional capacity to address the displaced volume from other tanks in the containment area,and to provide sufficient freeboard to allow for -CILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update snow and precipitation accumulation.Twelve inches of freeboard will suffice for this facility. In consideration of the different fuel user's responsibilities and liabilities,each fuel user's tanks will be located in separate secondary containment cells separated by 18-inch high intermediate dikes.This will limit the impact of any spill,other than the full capacity of one of the larger tanks,in the tank farm to the responsible party's separate containment area,and would likely not affect the other fuel systems. H.TANKS Many of the existing tanks were found to have significant damage and corrosion and are deemed to be unusable.Historical experience has shown that refurbishing many smaller BIA style tanks and horizontal tanks to bring them into code compliance is not cost effective when compared to installing fewer,larger new tanks.In addition,the use of larger tanks decreases the tank farm size,which results in a savings in material and platform construction cost. Two 111,900 gallon bulk storage tanks and two 500 gallon double walled tanks located in the Kugkaktlik Limited tank farm area,appear to be in fair condition.The two bulk storage tanks are currently in use while both of the double walled tanks are unused.The two 111,900 gallon tanks were built in 1996 and are reportedly constructed in accordance with API 650. Historically the 500 gallon tanks were used as dispensing tanks but are not currently connected to the dispensing system.The two 500 gallon tanks are usable as remote,non- fire protected dispensing tanks with upgrades to the appurtenances.The small size of the 500 gallon tanks would lead to continual transfer operations (perhaps daily),which greatly increases risk of spill.As such,larger dispensing tanks will be provided. The existing 111,900 gallon Corporation owned tanks are 13 years old and would require upgrades including coating and potentially new bottoms,both of which have field quality control issues associated with them.There is also the potential for change orders due to unknown conditions,as well as scheduling issues due to the availability of existing tanks due to existing fuel inventories.The costs related to relocating and upgrading these existing tanks could approach the cost of new tanks which may have a shorter life due to their age. A 30,000 gallon horizontal self-diked tank owned by the KTC appears to be suitable for reuse.This tank is located behind the KTC office building.This CDR has not made use of this tank due to its dimensions being not efficient for proposed facility layout. The proposed tank farm has been designed around installing new prefabricated 60,500 gallon vertical tanks.Shop fabricated tanks of this size have been successfully used on several AEA projects recently,and Kipnuk,approximately 4 river miles from the CILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update ocean,is considered to have good river access early in the summer.Horizontal tanks were considered but are not recommended due to the larger foot print required when compared to vertical tanks,and the large fuel storage capacity required for Kipnuk. As shown on the Conceptual Design Drawings,the proposed facility will incorporate the following tanks for each of the entities involved.The capacity indicated is the gross shell capacity in gallons: TANK INDEX Shell Capacity Tank (gallons) Entity |No.|Fuel Oil |Unleaded Description Dimensions Location 1 60,500 New Vertical Tank 24.0'dia x18'|Tank Farm 2 60,500 New Vertical Tank 24.0'dia x18'|Tank FarmLKSD 3 60,500 New Vertical Tank |24.0'diax18'|Tank Farm New Horizontal DW 14 10,000 Intermediate Tank 8.0'dia x 28'School 4 60,500 New Vertical Tank |24.0'dia x 18'|Tank Farm 5 60,500 New Vertical Tank |24.0'dia x 18'|Tank Farm Corp 6 60,500 New Vertical Tank |24.0'dia x 18°|Tank Farm 7 60,500 New Vertical Tank |24.0'dia x 18'|Tank Farm New Horizontal Dual Product SW 8.0'dia x 13 3.000 3.000 Dispensing Tank 17.1”Tank Farm 8 60,500 New Vertical!Tank 21.5'dia x18'|Tank Farm 9 60,500 New Vertical Tank |21.5'diax18'|Tank Farm KTC |10 |60,500 New Vertical Tank |21.5'diax18'|Tank Farm 11 60,500 New Vertical Tank 21.5'dia x18'|Tank Farm New Horizontal SW 8.0'°dia x 12 6.000 Intermediate Tank 17.1°Tank Farm Total:563,500 124,000 The 60,500 gallon tanks have a net usable storage capacity of roughly 54,450 gallons. The net storage capacity is determined as 90%of the tank's gross shell capacity.The net capacity of a tank allows for the portion of the tank which is not used during normal operations,including ullage left at the top of the tank for thermal expansion and the -OILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update amount of fuel below the issue nozzle which cannot be withdrawn through the fixed pumping system.The tank dimensions were determined based on minimizing the tank farm footprint and the tank anchorage requirements due to wind/seismic loading. In addition to the bulk storage tanks discussed earlier,the proposed design includes a new 6,000 gallon single walled dual product dispensing tank at the tank farm,a new 6,000 gallon single walled intermediate tank at the power plant,and a new 10,000 gallon double walled intermediate tank at the school.Net usable capacity for these intermediate and dispensing tanks is factored at 85%of shell capacity. The removal and disposal!of the existing tanks which are not to be incorporated into the new consolidated fuel facility is not part of the scope of work for this project. Proposed Capacity Comparison:The proposed gross bulk fuel storage capacity is 156,000 gallons more than the existing community storage tank shell capacity.The existing tankage is in generally poor condition.This project will provide the school with storage to accommodate two times the annual consumption as requested by LKSD who will be purchasing an extra tank for this project to provide this additional capacity.The new facility will be designed and properly sized to reduce operation and maintenance costs,and improve environmental and life safety.The proposed bulk storage facility is sized to meet future fuel consumption in 10 years,or the year 2019. Capacity Increase (gallons) Existing Shell |Proposed Design}Increase or Capacity Shell Capacity Decrease Change (gallons)(gallons)(gallons)(%) 531.500 687,500 156.000 +29.4% I.BARGE OFFLOADING Fuel will be delivered to the tank farm via barge offloading pipelines from a marine header on Kuguklik River.The location of the marine header is shown near the existing KTC marine header site,see Figure 1 -Project Overview.This header location would require approximately 650 feet of pipe for each offloading line.As the northeast bank of the Kuguklik River is experiencing erosion,the marine header will be designed to be moveable as sections of offload pipeline are removed.Initially,the marine header will be installed approximately 100 feet from the river bank. The new barge offloading pipelines will be constructed of 3”schedule 80 welded steel pipe with suitable low temperature properties.The marine header will include two separate lines,one for gasoline and one for diesel products.See Appendix G,Sheet C-1 for pipeline routing. a E\LCMF.. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update J.TANK FARM PIPING Tank farm piping will be 3”schedule 40,welded steel pipe with suitable low temperature properties.The piping will connect to the barge offloading pipelines through a manifold system within each of the entities containment areas to route product to the appropriate tank.Bulk tanks will be provided with a common fill and issue pipe,and will branch to marine header and transfer pump. K.FUEL DISTRIBUTION All dispensing of product will take place at a location other than the tank farm. 1.Fuel Dispensing System The Corporation fuel is intended to be distributed for retail sale.Retail sales include both container filling and motor vehicle filling.In order to meet the state regulations for dispensing fuel from aboveground tanks to motor vehicles,an approved dispensing station must be installed.As the dispensing station will be located more than 50 feet from the dispensing and bulk storage tanks,there will be no requirement for protected dispensing tanks.The dispensing station will include the use of a gas station style dispenser.Dispensing into containers can be performed at the motor vehicle dispenser provided approved containers are used. Dispenser will be installed inside enclosure for weather protection.Dispenser enclosure should be skid mounted so it can be moved as the river bank erodes. Initially,dispenser should be installed approximately 100 feet from the river bank. The Corporation will be provided with a 6,000 gallon dual product dispensing tank with a 3,000 gallons gasoline capacity and a 3,000 gallons fuel oil capacity. The dispensing tank will be equipped with the following appurtenances: ¢float actuated fill limiting valve e high level pump shut-off switch e high and critical high level alarms e liquid level gauge;and e whistle vent 2.Intermediate Tanks New intermediate tanks will be installed for the power plant and the school. Intermediate tanks will be connected to day tanks within each of the facilities. The intermediate tanks will be equipped with the following appurtenances: ¢float actuated fill limiting valve e high level pump shut-off switch CILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update e high and critical high level alarms e liquid level gauge;and e whistle vent Each separate facility will require intermediate tanks as described below: Power Plant:The KTC power plant fuel distribution system will include a new 6,000 gallon single walled intermediate tank located within the tank farm containment area.A manual control transfer pump will pump fuel from bulk tanks into the intermediate tank via a dedicated tank fill line.A day tank within the power plant will automatically draw fuel from intermediate tank. School:The LKSD fuel distribution system will include a 10,000 gallon double walled intermediate heating oil tank at the Chief Paul Memorial School.A manual control transfer pump will pump fuel from bulk tanks into the intermediate tank via a pipeline between the bulk tank farm to the school.An existing day tank within the school will automatically draw fuel from intermediate tank. 3.LKSD and Power Plant Pipelines The LKSD fuel distribution system will include a fixed transfer pump located at the bulk tank farm which will pump fuel through a new pipeline to the intermediate tank located at the school.Fuel transfers will be manually controlled.The pipeline will be installed above ground and constructed of 3”Schedule 80 welded steel pipe with suitable low temperature properties. Pipeline will be supported from existing board walks and on tundra pipe supports made of pressure treated timber. It is anticipated that this project and the Power Plant upgrade project will occur after the bulk fuel upgrade project.If the Power Plant is not constructed concurrently with the Bulk Fuel Upgrade project the Power Plant will be constructed adjacent to the existing power plant (Site A).If the Power Plant and the Bulk Fuel Upgrade projects are constructed concurrently,the Power Plant will be constructed adjacent to the bulk tank farm (Site B).See Figure 1. The school will require a supply pipeline of approximately 2,300 feet.The power plant will require a pipeline of approximately 50 feet if constructed adjacent to the tank farm or 200 feet if constructed adjacent to the existing power plant. See Appendix G,Sheet C-1 for pipeline routing. -GILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update L.OWNERSHIP AND OPERATION The proposed consolidated tank farm is designed to maintain both physical and operational separation between the three different entities (LKSD,KTC and Corp).Each entity's fuel tanks are isolated in their own secondary containment cell and the fuel systems are isolated from one another.The only common system will be the barge offloading header and pipeline.The business plan will define ownership,operation and maintenance of each entity's facilities and ownership.See discussion on ownership of the facilities in the Introduction of this document. M.SPILL RESPONSE REGULATORY PLANS The presence of one entity responsible for the overall condition of the tank farm will allow for the preparation of one set of spill response plans for the entire facility.These plans will include an EPA Facility Response Plan which is required for all tank farms with more than 42,000 gallon capacity filled from a vessel,an EPA Spill Prevention Control and Contingency (SPCC)Plan,a U.S.Coast Guard Oil Spill Response Plan,and a U.S.Coast Guard Operations Manual. Since any one entity will not have more than 420,000 gallons of storage capacity within the tank farm,a State of Alaska Oil Discharge Prevention and Contingency Plan (C-Plan) will not be required. Regulatory Plan Implementation Schedule: e«The EPA Facility Response Plan must be submitted prior to receiving fuel; e The EPA SPCC Plan must be in place within six months of facility start-up; e The U.S.Coast Guard Operations Manual must be submitted,and approved,with a Letter of Intent to Operate,prior to receiving fuel. N.PERMITTING Typical permitting requirements for a new tank farm and fuel distribution systems include submittal of the construction documents to the State Fire Marshal for review and approval and obtaining a U.S.Army permit to place fill on wetlands. 1.Fire Marshal Review The construction of the new tank farm and fuel distribution systems will require submittal of a complete set of construction documents to the State of Alaska, Department of Public Safety,Division of Fire Prevention (State Fire Marshal)for plan review and approval.Typical review periods range from 4 to 6 weeks.Fire Marshal review fees are based on total project cost,and are included in the budget cost estimates. =GILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update O. Note that as of September 13,2007 submittals for plan review will be reviewed under updated State of Alaska Fire and Life Safety Regulations (13 AAC 50), which adopts and amends the 2006 versions of both the International Fire Code and the International Building Code.Design must incorporate requirements under this updated code. 2.U.S.Army Wetlands Permit This project may involve the placement of fill on wetlands,and a U.S.Army permit jurisdictional determination should be requested upon project approval.If it is found that a permit is required,then application for permit should be made immediately.Permit review will incorporate several agencies including the FAA, ADGC,DNR,USF&W and ADOT,and will require submission of a coastal zone questionnaire for Coastal Zone Management review.Depending upon the site, the permit application review may take as long as 120 days. 3.FAA Due to the tank farm's proximity to the runway,the project will require application to the FAA for a determination of no hazard to air navigation.Review should not exceed 45 days. CONSTRUCTION METHOD Construction of the new fuel facility is anticipated to use Competitive Bid methods. Contractors are selected by a bidding process.This construction method can produce cost effective results and fast construction schedules.Local hire preferences will be required for the successful bidder. P. 1.Local labor See Appendix H (associated skills were not provided). 2.Local Equipment See Appendix H. SCHEDULE A construction schedule has been prepared for the project.The project will be constructed over one winter/summer season. -GILCMF. Kipnuk,Alaska Bulk Fuel Upgrades Conceptual Design Report Update Due to ground conditions,pile placement must occur while the ground is frozen.For this reason,the schedule identifies material and equipment delivery to the village in the fall with construction started in the winter. Activity Design and Permitting Request Funding Bidding Procurement Mobilization Construction Start-up and Demobilization Construction Schedule Start Date Duration January 2009 through May 2009 January 2009 March 2009 May 2009 through June 2009 August 2009 through April 2010 May 2010 through August 2010 January/February,2011 through July 2011 August 2011 Note:The proposed schedules are very dependent upon many inter-related factors such as project funding,bidding and award.If any of these items creates a delay the project may slip several months. Q.BUDGET COST ESTIMATES A Budget Cost Estimate has been prepared for construction of the project which has been published as a separate document. QLCMF. APPENDIX A CONSUMPTION DATA pate OZ/l2/OF sneet__/or PREPARED BY ae FA} SUBJECT _A7 ex nol ore DeolZzCLEZLCoa1SacerTIO5Architecture»Engineering «Surveying »Project Management AA fc PO.Box 955 615 E.82nd Ave.Ste.200SrepuuFe.,Barrow,Alaska 99723 Anchorage,Alaska 99518-_800-478-8213 Voice Voice 907-273-1830PROJECTOfZo>907-852-8213 Fax Fax 907-273-1831 |a"ppaeeP ot DATE Oz /[B/OT seer Zora!PREPARED BY -=-w#) Sad Taf;SUBJECT ACT CO eed CrP --Kid A Co Lt [=Cs ft t,otter A Architecture »Engineering «Surveying +Project Management P.O.Box 955 615 E.82nd Ave.Ste.200 Barrow,Alaska 99723 Anchorage,Alaska 9951823-L/0 800-478-8213 Voice Voice 907-273-1830PROJECTCIS=907-852-8213 Fax Fax 907-273-1831 DATE OAS[2fOF sHeet_>_oF 3BPREPAREDBYem0 SUBJECT ACTS ancl Core.aa"2 /on LAS Lt t ay ade |Architecture »Engineering «Surveying »Project Management P.O.Box 955 615 E.82nd Ave.Ste.200 Barrow,Alaska 99723 Anchorage,Alaska 99518PROJECTCO3-ofos 800-478-8213 Voice Voice 907-273-1830 907-852-8213 Fax Fax 907-273-1831 Delta western Fuel Delivery Information.txtFrom:Mike Poston [MikeP@Deltawestern.com] Sent:Monday,August 23,2004 5:10 PMTo:Joe Daniels Subject:RE:Kipnuk BFU CDR -Fuel Delivery Information The last info I had from the school was 31,000 gallons.The small tanks are around25,000 hf and 15,000 gas. -----Original Message-----From:Joe Daniels [mailto:jdaniels@LCMF.com]Sent:Monday,August 23,2004 5:08 PMTo:Mike Poston Subject:RE:Kipnuk BFU CDR -Fuel Delivery Information Mike; Can you give a total for the smal]tanks and a total for the school? Thanks, Joe mtern original Message-----|From:Mike Poston [mailto:MikeP@Deltawestern.com] Sent:Monday,August 23,2004 4:46 PMTo:Joe Daniels .Subject:RE:Kipnuk BFU CDR -Fuel Delivery Information Joe, I checked my online files and I only have one years worth of information.The lightplantburnsabout120,000 per year and_the corporation burns 80,000 gas and 70,000stoveoil.There are a number of small tanks in the community plus the school. I hope this helps. Mike -----Original Message-----From:Joe Daniels {mailto:jdanielS@LCMF.com]Sent:Wednesday,August 18,2004 10:56 AMTo:Mike Poston Cc:Glen Oen .;Subject:Kipnuk BFU CDR - Fuel Delivery Information Mike; As we discussed,please provide historical fuel delivery data,for all yourcustomersinKipnuk,for the last 5 years (Cor more if possible). Also,if you find you have any relevant as-built information and/or relevantcertificationinformationonthetwo100,000 gallon tanks you built for theKugkaktlikLimited,please forward this information also. Thank you for your help. Joe Daniels LCMF,LLC Page 1 87/23/2887 15:82 3878965148 KUGKAKTLIK PAGE #1 FAX:907-273-1831 Glen, The following is our 10 yr fuel purchase history from Delta Western.Not included is anactualyear-by-year dispensing list.For the 1"5 yrs (°98-'02)I am not sure if the corporation purchased fuel from any other vendor,for the last 5 yrs (°03-"07)the only vendor we purchased from was Delta Western.For 2007,only *10,000 gallons of gasoline as of date,and the number will change after the fall gasoline purchase. Year Heating Fuel Gasoline 1998 50000 80000 1999 25595 40232 2000 57057 77883 2001 312395 43043 2002 903939 90457 2003 30075 50060 2004 40043 48898 2005 19241 50037 2006 75397 75807 2007 95570 *10000 10 Yr Total 514772 556117 10 Year Avg §1477.2 65611.7 Please let me know if additional information will be needed.Thank you. Nelson Anaver 896-5414 Yukon Fuel delivery data.txtFrom:Shaen Tarter CYFC)[starter@yukonfuel.com]Sent:Friday,August 20,2004 11:39 AMTo:Joe Daniels Subject:RE:Kipnuk BFU CDR -Request for Fuel delivery data Delivered to Kipnuk this spring: LKSD 35,500 gallons DF1Individual tanks on the beach,through BIA 28,500 DF1 and 18,300 RUL Kugkaktlik,Ltd.,through BIA 35,000 DF1 and 35,000 RULKipnukLight Plant,through BIA 70,000 DF1 -----Original Message-----From:Joe Daniels [mai]to:jdaniels@LCMF.com]Sent:Friday,August 20,2004 11:07 AmTo:Shaen Tarter CYFC) Subject:Kipnuk BFU CDR Request for Fuel delivery data Shane; As we discussed,please provide me with a breakdown of your recent fuel deliveriestoKipnuk,specifically showing the amounts delivered to each entity/group. Thanks for the help, Joe Daniels Page 1 DATE Lof4 (04 seet_7// PREPARED BY___=>ZLSUBJECT_Liip "ufe aethee fsa we "ae -Jee >'rye Tg.%ee oe *a ah LLC wos maeri2>\fa °L1OQ /Architecture +Engineering +Surveying +Project Management P.O.Box 955 139 East 51st AvenueCesSey£44,>Aflal Barrow,Alaska 99723 Anchorage,Alaska 99503->800-478-8213 Voice Voice 907-273-1830PROJECTOF907-852-8213 Fax Fax 907-273-1831 OC//5 04:|Coo sary Meckiag fea hop tae|Fer WVelsou Aug Yak,|7|ag eer Fe +I'be Lt Aancal |Fuel (Con suet:fons poo ||>65K to CS gllers Gorolure?Boke te ere lous Presel 08/23/04::Pap MeleePeston oe |Calta Western cen teil)(Core.Baucus!|-20 fe Coase [rue:=70 fe Dyeee/ Conly (yrs hate acetlable)03/24/04:Per Phone Con yersatiodaotyN72[6 or Anavat |CL Tee Pantele@ Loar)=>EF fc Coese le neaBoreCresel- DATE OR (01/05 sueet /or 2PREPAREDBY.-M00)SUBJECT BEseu fe Se feof 3 : 'Pm-2LA ep./anSued P tfo tt ts;rth Architecture+Engineering +Surveying »Project Management PO.Box 955 615 E.82nd Ave.Ste.20020/4 ASS:ete.e at Barrow,Alaska 99723 Anchorage,Alaska 99518 800-478-8213 Voice Voice 907-273-1830PROJECTO38--YOS 907-852-8213 Fax Fax 907-273-1831 Fendabor eeDz*.sie | DATE _O 2/of[OF sneer o 3 PREPARED BY C=tAO sunECT §"re tule Se hoolVan21CoMSttserato"aA Architecture -Engineering -Surveying »Project Management ,PO.Box 955 615 E.82nd Ave.Ste.200 Barrow,Alaska 99723 Anchorage,Alaska 99518 PROJECT O 3S _OSs 800-478-8213 Voice Voice 907-273-1830 907-852-8213 Fax Fax 907-273-1831 DATE OBfMl3fOF _sneet_3 ofrPREPAREDBY__Car 44 O Sa ave eSUBJECTfoSFLUfe.Sa L000 (cia [Rh a Co ASC tu ato "Architecture -Engineering -Surveying »Project Management -RO.Box 955 615 E.82nd Ave.Ste.200 Barrow,Alaska 99723 Anchorage,Alaska 99518 -O°:800-478-8213 Voice Voice 907-273-1830PROJECTOsOS907-852-8213 Fax Fax 907-273-1831 latirewea?'SS toe ,pry 7S=(fFa F<cavmal cuaGe Z;:Mt /ez : .:CeesS 10 =AGUS=Asage 18 OUservahive a Lrtion Canapls EagreB2OZLSSVy=1S %CnotlZ 2%)3 Usage Feeschoo!.wil not:increase asfastas Popu Jat'7 Assent ous.alloc For ae oF Safe.tyesienee LKSD Annual Power Usage (Data Provided by Kipnuk Light Plant 02/09/09) Month/Year kWh J-03 23,948 F-03 24,280 M-03 24,989 A-03 25,522 M-03 18,283 J-03 12,320 J-03 11,119 A-03 14,979 $-03 20,020 0-03 23,909 N-03 22,396 D-03 22,014 Total =|243,779| Month/Year kWh J-06 8,918 F-06 33,213 M-06 21,603 A-06 18,545 M-06 15,098 J-06 5,191 J-06 8,766 A-06 14,509 S-06 18,895 0-06 21,446 N-06 23,499 D-06 16,730 Total =}206,413 Month/Year kWh J-04 24,073 F-04 16,481 M-04 21,506 A-04 9,203 M-04 30,965 J-04 12,182 J-04 8,264 A-04 16,727 $-04 22,113 0-04 24,020 N-04 21,979 D-04 25,156 Total =}232,669 Month/Year kWh J-07 18,317 F-07 18,963 M-07 19,192 A-07 18,826 M-07 18,113 J-07 7,798 J-07 12,319 A-07 8,364 S-07 7,197 0-07 11,932 N-07 17,088 D-07 17,772 Total =}175,881 Month/Year kWh J-05 8,594 F-05 7,051 M-05 24,634 A-05 23,844 M-05 19,428 J-05 12,519 J-05 10,720 A-05 18,167 $-05 22,316 0-05 22,486 N-05 20,467 D-05 19,450 Total =|209,676| Month/Year kWh J-08 18,838 F-08 17,516 M-08 18,404 A-08 18,251 M-08 14,959 J-08 9,252 J-08 17,791 A-08 4,585 $-08 15,570 0-08 21,214 N-08 12,524 D-08 12,026 Total =}180,930 *Months that power consumption looks low due to the school generating some of their own power.Assume 2003 reflects most accurate power usage for the school since it does not appear they were rationing power at this time Page 1 of 1 ** Kipnuk School Fuel Usage.txtFrom:Gary Hanson [gary_hanson@lksd.org]Sent:Monday,August 23,2004 8:04 AMTo:Joe Daniels Subject:Kipnuk Fuel Usage Good Morning JoeHopefullythisone went through. Here is the information you requested for fuel usage for the last five Fiscal yearsforourKipnukSchoolcomplex. Fiscal Year -2000 -36,176 gallonsFiscalYear-2001 -37,174 gallonsFiscalYear-2002 -33,623 gallonsFiscalYear-2003 -32,751 gallonsFiscalYear-2004 -35,450 gallons Let me know if I can be of any more assistance. Gary C.HansonPlantFacilities Manager 907-543-4888 gary_hanson@lksd.org Page 1 pate O2/OGS/0F sneer /oF [ PREPARED BY CaO suuect £4.AE SP Kael CA QUAGCLL iM Pytto A Architecture *Engineering >Surveying »Project Management A",PO.Box 955 615 E.82nd Ave.Ste.200LT'P An ke Sel (oi@)L Barrow,Alaska 99723 Anchorage,Alaska 99518Lf800-478-8213 Voice Voice 907-273-1830PROJECTOfOs907-852-8213 Fax Fax 907-273-1831 APPENDIX B POPULATION DATA CENSUS DOLESTIMATESCENSUS DOLESTIMATESKipnuk Population Data Year Population]%Growth |%Growth]%Growth Yearly (5-Year){|(10-Year) *1990 *470 1991 469 1992 509 8.5% 1993 498 -2.2% 1994 522 4.8% 1995 543 4.0% 1996 550 1.3%17.3% 1997 557 1.3%9.4% 1998 555 -0.4%11.4% 1999 573 3.2%9.8% *2000 *644 4.2%9.9%*37.0% 2001 621 4.0%12.9%32.4% 2002 646 4.0%16.0%26.9% 2003 649 0.5%16.9%30.3% 2004 662 2.0%15.5%26.8% 2005 688 3.9%15.2%26.7% 2006 666 -3.2%7.2%21.1% 2007 664 -0.3%2.8%19.2% *Federal census data,all others data is DOL Workforce Development estimate. Average of all Data 2.2%12.0%27.6% Data 2000 &Older Ave.2.9%11.6%37.0% Data 2001 &Newer Average 1.6%12.4%26.2% DOL Data 2001 &Newer Average 1.6%8.4% 1.Federal census and DOL population estimates measure the population differently and therefore have been separated in the data table for consistent results.For DOL 2000 population the estimates for 1999 and 2001 were averaged for calculating %Growth. 2.The "Straight Line Trend"predicted growth rate,and the average of all Yearly %Growth data,are both approximately 2%annually. 3.The average of Yearly and 5-Year growth from DOL data 2001 and newer are both 1.6%annually. 4.From the data it appears that in recent years the population in Kipnuk has declined.The 10-Year growth rate is about 2%a year.Future DOL predictions for the Bethel Area is 1%per year.This CDR will use a 1.6% growth rate as a basis for predicting future fuel consumption. DOL 2000 Population 597 Average of 1999 &2001 Kipnuk Population Projection (Source:DOL Population Data,1991 to 2005) 900 "= y =13.294x +456.26 © 200 : /a ae 700 :;ee 600 onQoOo-@-Kipnuk PopulationaSOoo--Linear (Kipnuk) 300 200 100 0 nn SE SE nn nn en Sen ee ee ee ee en een Rees en een een ee Se SY oo?SS hg?FP PhOoN%©©gi ©&&')PP PPT PP PF PPP FP PF OP OPPO OH SH HH HP Alaska Population Projection by Area:2006 to 2030 State of Alaska Anchorage/Mat-Su Region Municipality of Anchorage Matanuska-Susitna Borough Gulf Coast Region Kenai Peninsula Borough Kodiak Island Borough Valdez-Cordova Census Area Interior Region Denali Borough Fairbanks North Star Borough Southeast Fairbanks Census Area Yukon-Koyukuk Census Area Northern Region Nome Census Area North Slope Borough Northwest Arctic Borough Southeast Region Haines Borough Juneau Borough Ketchikan Gateway Borough Prince of Wales-Outer Ketchikan C.A. Sitka Borough Skagway-Hoonah-Angoon Census Area Wrangell-Petersburg Census Area Yakutat Borough Southwest Region Aleutians East Borough Aleutians West Census Area Bethel Census Area Bristol Bay Borough Dillingham Census Area Lake &Peninsula Borough Wade Hampton Census Area *Respective region,borough and Census Area values are not associated with any specified statistical significance. Source:Alaska Department of Labor and Workforce Development,Research and Analysis Section 2006 2010 2015 2020 Low*Middle High*Low*Middle High*Low*Middle 670,053 675,796 698,573 723,632 689,396 734,999 783,942 702,978 771,465 359,987 365,338 377,651 391,196 379,633 404,745 431,695 395,097 433,588 282,813 283,760 293,323 303,843 289,526 306,902 329,230 295,877 322,087 77,174 81,578 84,328 87,353 90,107 97,843 102,465 99,220 111,501 74,611 74,593 77,107 79,873 74,361 79,279 84,559 73,736 80,920 51,350 51,859 53,607 55,530 52,480 55,951 59,677 62,744 57,883 13,506 13,038 13,477 13,960 12,473 13,298 =14,184 11,899 13,058 9,755 9,696 10,023 10,383 9,408 10,030 10,698 9,093 9,979 102,276 103,914 107,416 111,269 105,543 112,525 120,018 106,636 117,026 1,795 1,728 1,786 1,850 1,631 1,739 1,855 1,527 1,676 87,849 89,840 92,868 96,199 91,644 97,706 104,212 92,920 101,973 6,772 6,639 6,863 7,109 6,860 7,314 7,801 7,091 7,782 5,860 5,707 5,899 6,111 5,408 5,766 6,150 5,098 5,595 23,676 24,092 24,904 25,798 24,667 26,299 28,050 25,156 27,607 9,535 9,579 9,902 10,257 9,766 10,412 11,105 9,940 10,908 6,807 7,053 7,291 7,553 7,243 7,722 8,236 7,376 8,095 7,334 7,460 7,711 7,988 7,658 8,165 8,709 7,840 8,604 70,053 68,023 70,315 72,838 65,275 69,593 74,228 62,269 68,335 2,241 2,027 2,095 2,170 1,855 1,978 2,110 1,689 1,854 30,650 30,658 31,691 32,828 30,088 32,078 34,214 29,389 32,252 13,174 12,417 12,836 13,296 11,731 12,507 13,340 11,015 12,088 5,477 5,089 5,261 5,450 4,686 4,996 §,329 4,244 4,658 8,833 8,672 8,964 9,286 8,393 8,948 9,544 8,077 8,864 3,020 2,769 2,862 2,965 2,492 2,657 2,834 2,201 2,415 6,024 5,766 5,960 6,174 5,426 5,785 6,170 5,085 5,580 634 625 646 669 604 644 687 569 624 39,450 39,836 41,180 42,658 39,917 42,558 45,392 40,084 43,989 2,643 2,588 2,675 2,771 2,521 2,688 2,867 2,438 2,676 4,810 5,000 5,169 5,354 4,754 5,068 5,405 4,505 4,944[17,037]17,194.17,774]18,412 17,437[18,590]19,828 47,730[19,457] | Growth for 4 yrs =4.36%Growth for 5 yrs =4.59%Growth for 5 yrs =4.66% Growth Per Year =1.07%Growth Per Year =0.90%Growth Per Year =0.92% 1,060 1,131 1,169 1,211 1,081 1,153 1,230 1,050 1,152 4,796 4,737 4,897 5,073 4,731 5,044 5,380 4,721 5,181 1,557 1,534 1,586 1,643 1,463 1,560 1,664 1,376 1,510 7,553 7,652 7,910 8,194 7,930 8,455 9,018 8,264 9,069 High* 842,057 473,264 354,415 118,849 88,325 63,180 14,253 10,892 127,734 1,829 111,304 8,494 6,107 30,133 11,906 8,836 9,391 74,588 2,024 35,203 13,194 5,084 9,675 2,636 6,091 681 48,013 2,921 5,396 21,237 1,257 5,655 1,648 9,899 Table 4.3 Alaska Places 2000-2007 VINTAGE 2007 Population Estimate Borough/Year of July 1,July 1,July 1,July 1,July 1,July 1,July 1,April 1, Census Incorp-2007 2006 2005 2004 2003 2002 2001 2000 Area City ANVSA Area Name oration Estimate Estimate Estimate Estimate Estimate Estimate Estimate Census Alaska /1 1959 676,987 670,958 664,060 657,314 647,773 640,522 632,091 626,931 50 Lower Kuskokwim census subarea 15,411 15,557 15,572 15,329 15,209 14,948 14,512 14,424 50 760 6020 Akiachak CDP *628 634 645 619 633 624 597 585 50 870 6025 Akiak city *1970 350 365 379 368 346 345 301 309 50 4430 6160 Atmautluak CDP *305 296 304 286 280 291 302 294 50 6520 6205 Bethel city *1957 5,650 5,808 5,961 5,871 5,883 5,738 5,460 5,471 50 12680 6275 -Chefornak city *1974 449 459 457 441 433 420 397 394 50 21040 6440 Eek city *1970 284 287 291 292 290 290 271 280 50 29290 6545 Goodnews Bay city *1970 235 243 238 237 245 234 228 230 50 37975 6710 Kasigluk CDP *545 540 534 530 528 528 542 543 I 50 39740 6750 Kipnuk CDP *664 666 688 662 649 646 621 644] 50 41610 6810 Kongiganak CDP *436 416 426 413 404 372 372 359 50 42380 6835 Kwethluk city *1975 721 696 695 698 709 695 691 713 50 42490 6840 Kwigillingok CDP *361 377 361 362 343 338 358 338 50 47990 6935 Mekoryuk city *1969 208 220 192 199 204 204 214 210 50 52390 7010 Napakiak city *1970 378 374 373 361 379 352 370 353 50 52720 7020 Napaskiak city *1971 434 451 426 441 424 419 419 390 50 53820 7055 Newtok CDP *353 336 315 309 330 326 321 321 50 53930 7065 Nightmute city *1974 244 238 234 233 229 224 213 208 50 56680 7435 Nunapitchuk city *1982 545 547 516 529 497 512 489 466 50 58330 7175 Oscarville CDP *80 83 62 57 62 62 67 61 50 61080 7245 Platinum city *1975 35 38 38 39 40 38 44 41 50 64600 6845 Quinhagak city (Kwinhagak *)1975 643 650 643 615 578 573 544 §55 50 78240 7625 Toksook Bay city *1972 609 601 596 563 571 549 547 532 50 78790 7630 Tuluksak CDP *487 489 467 471 461 463 438 428 50 79120 7640 Tuntutuliak CDP *422 407 399 400 380 378 376 370 50 79230 7645 Tununak CDP *341 332 328 329 307 323 326 325 50 99999 9999 Remainder of Lower Kuskokwim census subarea 4 4 4 4 4 4 4 4 60 Bristol Bay Borough 1962 1,035 1,058 1,176 1,100 4,103 1,163 4,173 1,258 60 39630 9999 King Salmon CDP 426 400 518 396 385 397 388 442 60 52060 6990 Naknek CDP *543 583 582 612 612 642 657 678 60 72190 7505 South Naknek CDP *66 75 76 89 102 420 124 137 60 99999 9999 Remainder of Bristol Bay Borough 0 0 0 3 4 4 4 1 CDP-Census Designated Place *Alaska Native Village Statistical Area **Tribal Designated Statistical Area /1 Census corrections to date have been included in state,census area and place populations. Sources:US Census 2000 and Alaska Department of Labor and Workforce Development,Research and Analysis Section. Table 4.4 (cont.) Population Estimates and Alphabetical Listing of Alaska Communities,1999-1996,1990 Census Area Year City Place FIPS Incorpo-July 1 July 1 July 1 July 1 April 1 Rank Rank Codes Area Name rated 1999 1998 1997 1996 1990 1999 1999 68 Ferry CDP 74 74 70 68 56 252 290 Flat 12 41 13 11 9 317 240 Fort Greely CDP 635 684 721 809 1,289 69 290 Fort Yukon city *1959 570 550 §79 572 580 54 80 90 Fox CDP 332 323 320 309 275 133 122 Fox River CDP 439 435 431 405 382 106 232 Freshwater Bay CDP 0 0 0 0 68 335 122 Fritz Creek CDP 2,097 1,981 1,979 1,879 1,426 32 261 Gakona CDP (*pt.)22 23 23 25 25 310 290 Galena city *1971 563 544 539 526 833 55 81 180 Gambell city *1963 668 670 647 633 525 45 63 232 Game Creek CDP 50 61 70 74 61 277 50 Georgetown *0 0 0 0 0 336 261 Glennallen CDP 494 485 507 494 451 96 180 Golovin city *1971 141 143 150 160 127 125 193 50 Goodnews Bay city *1970 256 256 263 252 241 104 157 290 Grayling city *1969 184 190 189 203 208 118 177 122 Grouse Creek Group *650 636 623 620 580 67 261 Gulkana CDP *90 94 95 99 103 240 232 Gustavus CDP 377 371 340 344 258 120 100 Haines city (Incl.Chilkoot*)1910 1,775 1,454 1,417 1,387 1,238 24 34 122 Halibut Cove CDP 71 72 78 71 78 255 270 Hamilton *0 0 0 0 0 339 122 Happy Valley CDP 401 402 386 384 309 114 90 Harding Lake CDP 30 30 28 29 27 301 68 Healy CDP 646 648 609 595 487 68 240 Healy Lake CDP *61 61 59 58 47 268 232 Hobart Bay CDP 48 81 105 117 187 283 201 Hollis CDP 111 195 173 166 111 219 290 Holy Cross city *1968 247 272 262 261 277 107 161 122 Homer city 1964 4,154 4,128 4,068 4,008 3,660 13 17 232 Hoonah city */7 1946 877 892 890 902 795 28 43 270 Hooper Bay city *1966 1,028 1,032 1,015 993 845 26 41 122 Hope CDP 130 136 149 158 161 206 170 Houston city 1966 836 928 987 969 697 31 46 290 Hughes city *1973 61 53 53 54 54 146 269 290 Husiia city *1969 272 247 232 239 207 99 152 201 Hydaburg city *1927 369 397 404 405 384 79 122 201 Hyder CDP 126 130 149 136 99 207 164 Igiugig CDP *62 54 47 47 33 264 164 tliamna CDP *93 102 97 103 94 235 164 Ilvanof Bay CDP *29 32 27 28 35 303 122 Jakolof Bay CDP (Red Mountain)40 51 35 28 28 290 110 Juneau city/Borough 1963/1970 30,189 30,021 29,713 29,230 26,751 3 3 122 Kachemak city 1961 419 416 394 394 365 70 110 280 Kake city *1952 745 775 756 727 700 39 54 185 Kaktovik city *1971 259 247 230 220 224 102 155 122 Kalifonsky CDP 338 337 331 325 285 131 290 Kaltag city *1969 254 246 248 232 240 106 159 150 Karluk CDP *41 47 49 57 71 289 201 Kasaan city *1976 48 41 42 41 54 148 281 50 Kasigluk city *[Dissolved 1996]1982 528 521 513 506 425 88 122 Kasilof CDP 548 545 531 518 383 85 122 Kenai city 1960 7,005 6,960 6,927 6,918 6,327 6 7 261 Kenny Lake CDP 507 487 489 491 423 .93 130 Ketchikan city 1900 8,320 8,402 8,507 8,666 8,263 5 6 188 Kiana city *1964 398 403 413 397 385 75 116 13 King Cove city *1947 691 692 686 706 677 42 57 60 King Salmon CDP *499 479 470 451 696 95 50 Kipnuk CDP *573 555 557 550 470 79 188 Kivalina city *1969 366 350 351 355 317 80 123 201 Klawock city *1929 673 656 699 720 722 44 62 232 Klukwan CDP (Chilkat *)136 141 160 140 129 202 170 Knik CDP *483 457 449 440 272 100 188 Kobuk city *1973 94 102 88 79 69 139 234 150 Kodiak city 1940 6,893 6,790 6,739 6,837 6,365 7 8 Alaska Population Overview «1999 Estimates 147 APPENDIX C POWER COST EQUALIZATION (PCE)DATA Kipnuk Light Plant Power Cost Equalization (PCE)Data Annual =|Annual Fuel Station -Fuel <»|Annual Fuel :kWh kWh Fuel Usage Service Use Peak Usage Trend FY |Month}Generated |Generated '|(Gallons}}"(Gallons)'|Fuel Cost (KWhy Demand Trend (Gallons)]1995;1 74,900 7,428 $8,415.92 -176 8,502.83+2 101,363 8,759 $9,923.95 -2348,522.95©3 101,626 8,877 $10,057.64 -2298,543.08 __.4 125,099 "11,473 $12,999.00 496 264 8,563.21.5 140,014 12,858 $14,568.11,477 287,8,583.34 6 149,178 13,647 $15,462.05 428 328.8,603.467146,484 12,544 $14,212.35.432 290 8,623.59 8 122,638 10,727 _$12,153.69 385°277 8,643.729123,287 10,602 _$12,012.07 1,259 276,8,663.84 10 118,960 8,702 $9,859.37 -220 8,683.97 11 100,649 7,236 $8,198.39 205:8,704.10. 12 93,010 1,397,208 6,909 119,762 $7,827.90 2,780 1,971 8,724.22 |103,362.31:1996 1 83,062 6,427 $7,281.79 2,205 170 8,744.35 4 2 101,048 7,761,$8,793.21 2,530 229 8,764.48 |3 98,980 7,358 $8,336.61 2,471 237,8,784.614118,356 8,220 $9,313.26 2,432 262 8,804.735118,177 8,073 $9,146.71 214 259.8,824.86 6 127,267 9,832 $15,927.84 2,125 429 8,844.99 7 135,849 9,459 $18,918.00 2,247.535 8,865.118125,639 8,507 $9,638.43 2,188 268 8,885.24.9 117,551 11,409 $28,522.50 2,165 248 8,905.37 | 10 112,035 8,159 $9,244.15 2,172:247 8,925.49 11 102,766 7,923 $9,111.45 2,186 210 8,945.62 )12 90,038 1,330,768 7,028 100,156 $8,082.20 2,528 195 8,965.75 106,260.594997193,008.7,893 $19,732.50 2,883 206 8,985.88 2 103,310.8,287 $9,281.44 2,867.266 9,006.003104,023.8,558 $9,661.98 2,706 234 "9,026.134121,275 9,885 $11,160.70 2,328 243”9,046.265118,882 9,541,$10,771.79 2,176 255 9,066.38 6 127,972 9,038 $10,203.90 1,896 270 9,086.51 7 131,501 9,133 $10,311.16 2,002 290.9,106.64 8 111,958 7,810 $8,817.49 1,917 250 9,126.769>124,091 8,639 $9,753.43 1,820 269 9,146.8910105,421 8,949 $10,103.42 1,989 249 9,167.02 11 103,806 7,607 $8,588.30 2,314 233.9,187.15 12 81,085 1,326,332 7,082 102,422 $8,498.40 2,341 189 9,207.27.109,158.881998.14 85,288 7,491 $8,989.20 1,876 206.9,227.40 2 102,064 7,184 $8,620.80 2,344 234 9,247.53 3 109,746 8,029 $9,634.80 2,148 250.9,267.65 4 127,282 9,269 $11,122.80 1,830 270 9,287.785127,031 10,380 $12,881.58 1,919 279°9,307.91 6 143,608 10,079 _$12,508.04 1,917 319 9,328.03 7 153,363 11,023 -$13,679.54 2,014 327 9,348.16 8 138,768 10,078 $12,496.72 1,822 302 9,368.299139,967 9,561 _$11,855.64 2,029 274 9,388.42) 10°)128,372 9,284 -$11,512.16 1,835 285 9.4085411115,985 - 9,368 _$11,616.32 1,853 257 9,428.67 _.12,(96,192 1,467,666 7,410 109,156 $7,558.20 1,791 215.9,448.80112,057.17"19991 "91,9957 7,130 $7,272.60 1,656 194 9,468.92"2 114,257 8457,«$8,626.14 2,008 256 9,489.05|_3 119,194 8619 «$8,791.38 2,028 276 9,509.18:4 136,457 9,280 $9,929.60 1,904"267 "9,529.305|134,056 9,803 «$10,489.21 2,016 294 9,549.43 |6 146,741 10,477 $11,210.39 1,943 302 9,569.567153,612 10,950.$11,716.50 1,937 321 9,589.698137,836 10,314 $11,035.98 1,831 309°9,609.819148,739 "12,443 $13,314.01 2,041 320287008 -10 127,019 9,820 «$10,507.40 2,000 290 9,650.07 .|11 116,647 8,700___$9,309.00 1,928 263.9,670.19_12 100,960 1,527,513 8,368 114,361 $8,953.76 2,018 2289,690.32114,955.46 2/14/2009 Kipnuk Light Plant Power Cost Equalization (PCE)Data Annual Annual Fuel Station Fuel Annual FuelkWhkWhFuelUsageServiceUsePeakUsageTrend FY {|Month]Generated |Generated |(Gallons)|(Gallons)|Fuel Cost |(KWh)Demand Trend (Gallons) 2000.1 97,866 8,654.$8,913.62 2,118 231°9,710.45;2:111,025 9,373 $9,654.19 2,332 247 9,730.57."3 121,002 10,217 $10,523.51 2,277 2859,750.70 4 134,624 0 10,844 $10,654.32 2,053 279 9,770.83 5 147,147 11,168 $11,503.40 2,044 337.9,790.96, "6;167,606 12,748 $13,130.44 2,059 365-«9,811.08--.7 158,749 13,274 $15,928.80 2,326 335 9,831.21 . -8 142,073_11,2067 $13,447.20 2,088 =333 9,851.34.9 155,387 12,180 $14,616.00 1,810 308 9,871.46:"10 5 128,555 9,994 $11,992.80 2,060 2909,891.59 11 122,331 "9,641 $10,894.33 2,114 244.9.911.720 12 97,200 1,583,565 7,824 =126,623 $8,841.12 ==2,246 =s«198 9,931.84.117,853.752001.2 1 -'102,110 7,849 $8,869.37 2,654 -s«-212:-«9,954.97, 128,152 8,996 $10,165.48 2,980 243.9972100 128,022 8,986 $10,154.18 2,710:264 9,992.23 142,867.9,817 $11,093.21 2,812 299 10,012.35,152,338 10,474 $11,835.62 2,983 330 10,032.48' 10,552 -$11,923.76 2,815 315.10,052.61"454,763 10,579 "$11,954.27 2,865.293 10,072.73139,468 9,895 $11,181.35 «2,277,286 10,092.86"tS”"153,795 10,618 $11,998.34 2,458 282.10,11299 137,490 _9,724 SS «$10,988.12 2,450 27310,133.11.132,564 9,150 -$10,339.50 2,490 "270.10,153.24 :"112,561 1,637,743 8,011 114,651 $9,052.43 2,503:252_:10,173.37 120,752.03-110,345 8,037 $9,081.81 2,636 232 10,19350 126,095 8,991 $10,159.83 3,187 413.10,213.62,0 126,701 8,980 $10,147.40 3,049.=287.10,233.75145,455 10,037 i (s«$1,341.81 3,099 305:10,253.88 - 154,377 10,598 $11,975.74 2,983 340:10,274.00-177,425 412,157 _$13,737.41 3,109 363.«10,294.13.165,186 «12,199 $13,784.87 -3,385 351.10,314.26: 142,724 10,905 $12,322.65 «3,002,350:10,334.38. "436,651 44,444 $12,592.72 3,210 323 "10,384.61haszatTTT0.070"31137910 904 3091037464135,336 9,397 $10,618.61 2,913 315.10,394.77,115,032 1,681,568 7,975 120,490 $911.75 2,793 248 10,414.89 123,650.32|115,799 ___8,090 $11,002.40 2,913 232 10,435.02 : 129,047 9,050 $12,308.00 3,324 267.10,455.15 134,046 9,505 $13,687.20 3,324 280 10,475.27 145,666 10,791 $15,539.04 3,513 31810,495.40145,422 10,906 $15,704.64 3,278 334 10,515.53 coe 7161,285 11,696 $16,842.24 3,260 355 10,535.65:170,996 12,137 $17,477.28 2,357 355.10,555.78 _ 149,159 10,696 $15,402.24 3,034 319 10,575.91«7 162,100 _11,559 $16,644.96 (3,356 31810,596.04 168,574 «10,364 $14,924.16 3,225 1,187,10,616.16 _ "191,184 77H _$13,585.86 3,225 284 10,636.29|"114,902 1,788,180 8,458 123,026 $11,756.62 ss 2,967,Ss 230:10,656.42.8 sad oi200812-s«114,703 8,506 $11,823.34 3,117 229 10,676.54,8 "128,668 9,589 _$13,328.71 3,482 276 10,696.67,"3 133,088 10,568 «$17,754.24 3,352 286 10,716.80 "4 184,210 12,772 $21,456.96 3,628 302 10,736.925157,989 12,074 .$20,284.32 «3,541 346 10,757.05"6 168,574 11,669 $19,603.92 3,490 337.10,777.18-;7 179648 si2,599 0 s«C$21166.32 7,061 375 10,797.31"8.160,796 "44,357 -__$19,079.76 3,385 354 10,817.43g460,255 11,673 $19,610.64 3,442,322 10,837.56-"10 147,185 10,600 ss $17,808.00 3,436 309 :'10,857.6911.134,152 9689 --s-«-s«s $16,277.52 3,449 293 10,877.8112.116,109 1,755,377.8,551 129,647 $17,627.89 «3,346.=239'10,897.94 129,446.90. 2/14/2009 o Kipnuk Light Plant Power Cost Equalization (PCE)Data Annual Annual Fuel Station Fuel Annual Fuel :kWh kWh.|Fuel Usage 7: Service Use Peak Usage...|.Trend FY |Month]Generated |Generated |(Gallons)|(Gallons)|Fuel Cost.||(KWh)Demand }|.Trend (Gallons) 2005:1 111,851 :8,219 |$16,943.47 3,374 234 10,918.07 _:2 130,398 9,613 |$19,817.20 3,689 285.10938193138,412 10,252 $19,119.98 3,689 321 "40,958.32.4 153,332 11,094 -$20,690.31 3,712.314 10,978.45 os 5 154,161 -10,959 $20,438.54 3,712:333.10,998.5876154,164 11,658 $21,742.17 3,498 33011,018.70-: 7 172,615 |12,588 $23,476.62 3,631 263 11,038.83° 8 157,967 11,634 $21,697.41 3,347 330 11,058.96 9 161,504,11,619 $25,705.82 3,409 318 11,079.08 10 146,639 10,538 $23,308.50 3,295 302.11,099.21 11 135,027 9,748 $22,015.67 3,378 311 11,119.34 : ' 12 166,166 1,782,233 11,934 129,856 $22,256.91 3,584 325 11,139.46 132,345.19|2006 1 117,512.8,652 $19,899.60 3,377 242 11,159.59 2 136,522 :10,350 $23,805.00 3,682 302.11,179.72, 3 139,806 -10,028 $27,577.00 3,471 303 11,199.85 4 148,569 11,933 $32,815.75 3,522 320 11,219.97. 5 167,143 11,963 $32,898.25 3,427 338 11,240.10.6 171,431 12,029 $33,079.75 |3,576 344 11,260.23. 7 183,374 :12,955 $35,626.25 |3,459 373 11,280.35, 8 152,253 10,814 $29,738.50 |3,143 344 11,300.48° 9 162,753 11,564 |$31,801.00 3,376 313.11,320.61 10 146,092.10,476.$28,809.00 3,153 29511,340.73,0 1 135,902 9,807 $27,753.81 3,306 32911,360.86-- 12 113,175 1,774,532 8,104 --128,675 $23,987.84 3,106 245 11,380.99 135,243.47|2007.1 114,193 8,114 $24,017.44 3,310 251 11,401.12, 2 125,330 8,882 $26,290.72 3,430 265 11,421.24 3 131,933 |9,940 $29,422.40 3,743 303.11,441.37«4 150,526 |10,521 $34,742.45 3,621 294 11,461.50 5 57,327 11,355 $37,496.48 3,299 479.11,481.62 6 164,405 11,955 $39,477.80 3,821 333.11,501.75 7 63,713 12,481 $41,214.76 3,604 329°11,521.88 8 63,713 _24,043 $79,394.79 3,158 316.11,542.00 9 168,762 |13,340 $44,051.35 3,393 31711,562.13 10 138,371 10,978 $36,251.55 3,356 300°11,582.2611137,228 11,161 _$31,250.80 2,191 277 11,602.39©a:2 112,438 1,427,939.9,795 142,565 $27,426.00 1,772 249 11,622.51 138,141.762008;1 109,144 |9.883 $27,672.40 1,849 236 11,642.64| 2 117,071.10,502 '$29,405.60 1,900 265 11,662.77, 3 116,454 |10,786 $30,200.80 1,901 277 11,682.89 4 136,277 _12,704 $35,583.90 2,133 320 11,703.02 5 148,329 14,435 $40,432.44 2,211 355 11,723.15 6 163,121 14,936 $41 835.74 2,200 331.11,743.27 7 168,565 14,965 $41,916.97 2,200 331.11,763.40 8 167,584 14,530 $40,698.53 1,961 349 11,783.53, 9 159,393 -13,862 $38,827.46 2,041 311 11,803.6610134,798|12,146 $34,020.95 1,702 276 11,823.78|11 129,441 11,873 $33,256.27 1,753 300 11,843.91.12 107,481 1,657,658 9,960 _-_-'150,582 $51,204.36 1,552 242 11,864.0420091106,110 10,489."$53,923.95 1,565 213°11,884.16|2 411,227 11,229 $57,728.29|1,827 257 11,904.29©. 3 112,702 11,296 0 $54,746.06|968 |249 11,924.42- 4 137,872.12,410 "$60,145.07 |2,892 288 11,944.545138,214 13,044 $63,217.75 |2,892 |287 11,964.67.6 -,11,984.80 7 12,004.93,0812,025.05 9 ee10--12,065.311112,085.43 12 12,105.56 2/14/2009 Kipnuk Light Plant Monthly Ave Fuel Consumption --Monthly consumption Monthly Ave Trend LALUIEELELL EEE EET tt Et EEE EE EE AEE EEE TEE EE TEE ETT Et Et etPETEETATTTTTTTTTTTTTTTTTTTTTTPPTTTTTETETTTTETETTPPTETEEETTTTETTTTTTTTETETTTETTTTTTT TTT Tt 30,000 25,000 20,000 15,000 10,000 suo|e6 - uonduinsuod jeseaig 5,000 Fiscal Year APPENDIX D SITE CONTROL DATA Site Control Status Report and Action Plan Kipnuk Fuel Upgrade Project As requested,I have reviewed the land status for the Kipnuk Fuel Upgrade Project. Land Status Summary Land records were researched at the State Department of Commerce and Economic Development.Electronic research of the Bureau of Land Management,the State Department of Natural Resources and the State Recording Office records were conducted. It was determined that the project area is located within sections 3 and 10,Township 3 South,Range 86 West,Seward Meridian.Title to the subject property was conveyed to Kugkaktlik Limited by Interim Conveyance #479.By deed dated November 1,1988, Kugkaktlik transferred title to all the land identified in IC 479 to the Kipnuk Native Community,AKA Kipnuk Traditional Council.This deed was recorded on November 3, 1988,at Book 49,Page 340,in the Bethel Recording Office.A copy of the recorded deed is attached. Part of the project is for an intermediate tank on the school site identified as Lot 2,Plat 90-12RS.This site was leased by the Kipnuk Traditional to the State of Alaska, Department of Education (now the Department of Education and Early Development)by lease dated April 4,1989,and recorded on April 28,1989,at Book 50,Page 452,in the Bethel Recording Office. The project also includes a new tank farm for the light plant.The light plant is located on land that Kugkaktlik Limited leased to the State of Alaska,Department of Education,on May 31,1984.This lease was recorded on January 29,1985,at Book 40,Page 353,in the Bethel Recording Office.The site was used at one time for a high school but apparently is no longer used for school purposes.Section II of the lease provides that the Lessee may "use the premises solely for public school purposes and for any other public purpose approved by the Lessor.”Section III of the lease provides that the lease shall terminate on the last day of May,2039,or upon such date as the premises are no longer used for purposes authorized under Section II.”It is my understanding that the site is no longer used for school purposes.If that is,in fact,the case the lease may have been terminated by its own provisions.However,I have asked the Department of Education and Early Development (DEED)for a report of the status of the lease.I would recommend that DEED relinquish any interest in the lease to clear the record. There are two minor inholdings owned by the State of Alaska,Department of Community and Economic Development.One of the sites was for a power station and one site was for a community repair shop building.The shop building site was leased to the Kipnuk Community Council and the power station site was leased to the Kipnuk Village Council. These leases are still outstanding.Neither of these sites was surveyed,but from the information available,does not appear to be in the project area.There is also an outstanding lease to Unicom,Inc.,which does not appear to be within the project area. There is also an easement and right of way agreement with United Utilities for power lines. The Kipnuk Traditional Council dedicated several permanent easements for various purposes such as boardwalks,stockpile sites,roads,lagoon,water reservoir,pump house, pipelines,washeteria,and borrow sites.Several recorded documents were noted.These dedications were apparently required by the Alaska Native Tribal Health Consortium. The easements are not surveyed so the exact locations of the easements are uncertain. However,there is nothing in the language of the dedications that indicate that the easements are for exclusive use.In my opinion,there would be nothing that would prohibit other uses within the easement area by the landowner provided that such use does not interfere with the dedicated use. The project may include a fuel pipeline between the current school site and the power plant site.The current plan is for the fuel pipeline to be adjacent to existing boardwalks in the village.As noted above,the Kipnuk Traditional Council has dedicated a public utility easement for at least some of the boardwalk area.If a dedication for the fuel pipeline is needed,perhaps the Kipnuk Traditional Council could amend the existing dedication to allow for the fuel pipeline use.If portions of the boardwalk are not within a dedicated easement,a new dedication could be enacted to cover the area not dedicated.It should be recognized that even though the Kipnuk Native Community owns all the land in the project area,the title is still subject to conveyances under the provisions of Section 14(c)of the Alaska Native Claims Settlement Act (ANCSA).Kugkaktlik Limited has taken a position that there are no remaining 14(c)claims,however,this assertion has not gone through the filing process required by the Bureau of Land Management.(See attached letter from the Bureau of Land Management.) Site control action plan 1.The Village should request that the Department of Education and Early Development relinquish its outstanding lease for the old high school site. 2.It should be confirmed whether the Kipnuk Traditional Council and the Kipnuk Native Community are the same entity.For the purpose of this report,it is assumed that the entities are the same. 3.Amend existing public utility easement dedication and enact additional dedications if necessary to establish the appropriate easement for the fuel pipeline. Summary The Kipnuk Native Community has title to all the land in the project area The current school site is under lease to the State Department of Education (now the Department of Education and Early Development.)The former high school site,where the power plant is located,is also still under lease to the State DEED.This site is apparently no longer used for school purposes and should be relinquished by the State. Disclaimer:This site control opinion does not purport to insure,warrant or certify title. This opinion is not a legal opinion.The opinion does not address in any way the legality of the transfer of title from the Kugkaktlik Limited to the Kipnuk Native Community. The opinion does not address in any way the possible implications of the lack of completion of ANCSA 14(c)process.The research of the Bethel Recorders Office records was limited to a review of the computerized files.The opinion is the result of a diligent research effort as described above. Prepared by Rick Elliott Land Consultant for LCMF,Inc. September 13,2004 69/21/2084 88:21 9874653452 DEPT OF EDUCATION PAGE 84/18 J fe RUA EOS aim pir om tanrs ||WALTERJ,HICKEL,GOVERNORwh:are ie on ASH ie im hed yn at :GOLDBELT PLAGE DEPARTMENT OF EDUCATION ="Suncan aLasna sogptcigs : OFFICE OF THE COMMISSIONER March 18,1994 Christopher R.Cooke Hedland,Fleischer.Friedman,Brennan &Cooke P.O.Box 555 Bethel,Alaska 99559 Re:Kugkaktlik Limited/State of Alaska Termination of Lease,Dated May 31,1984 Dear Mr.Caouke: This letter is in response to your October 7,1993 letter regarding the status of the lease between Kugkaktlik Limited and the State of Alaska,Department of Education as referenced above.We understand that Kugkaktlik Limited is no longer a corporation in Alaska and ownesship of the Jand has been transferred to your client,the Kipnuk Traditional Council.Your confirmation concerning the land ownership is requested. A second,tentative,lease was drafted between the Department of Community and Regional Affairs (C&RA),in trast for any first or second class city in Kipnuk,Alaska,as Lessor,and the Department of Education,as Lessee pursuant to requirements of Section 14(c)(3)of the Alaska Native Claims Settlement Act.This lease was signed by the Commissioner of Education tn Apri]of 1985 and apparently inadvertently recorded in the city of Bethe](it was not signed by C&RA).We believe that the second tentative lease has og Jegal effect as it was not fully executed and Kipnuk has not becomea first orsecondclasscity,but you should be aware of the Bethel recomling,A copy of the lease is enclosed, We are in agreement that the premises have been vacated because the site is no longer used as a schon]or for other educational purposes,and therefore,by the terms of the apreement,the lease is terminated. Hot p postit?FaxNote 7671 [oa 77 a2/bf |pedes™2 To Jor D els From Rike Elle tt Co/Dept.Co. orevun Phone #Phone # Fax #Fax # trd ErOr-898-206 AAOTTIS wota ®fr2:60 -O 22 das 89/21/2084 68:21 9074653452 DEPT OF EDUCATION PAGE 85/10 Letter,Christopher R,Cooke March 18,1994 Page 2 of 2 The enclosed Termination Agreement sets forth our intent to convey all Jeasehold improvements currently on site to the Kipnuk Traditional Council wit:the exception of twa trailers owned by Lower Kuskokwim School District (LKSD).It is our understanding that a separate agreement will be made between LKSD and Kipnuk Traditional Council oa this matter. We look forward to your confirmation of the land ownership through a copy of the recorded deed.Two originals of the Termination Agreement are enclosed.Picase have them both signed and notarized and returned to this office.We will have both originals signed and will return one completed agreement back to your office.Please call RogerStephan(465-8682)of this office or Tom Slagle (465-3603)in the Department of Law ifyouhaveanyquestions. Sincerely,bthJerryCovey Commissioner Enclosures: IL.Termination Agreement (Two original sets) 2.Second Tentative Lease aed EvOr-898-206 A30TTIS Hota BPBSZ:6D0 60 22 das APPENDIX E GEOTECHNICAL INFORMATION O DOCO OO 0 OOO du O OOO Cdn OOM Oo Ooo LU LULU CL on LIT ULL (OOO COLT LJ QU DO 0 Ee Hu LITLE LWW Ud O SeEMLee, OO)OW oO 00 Go00500 OOOOO0Omm)goo OO Goo eos Ouno OF DOOO00 O00 G00 COO ooo Duane Miller Associates LLC 5821 Arctic Boulevard,Suite A Anchorage,AK 99518-1654 (907)644-3200 Fax 644-0507 WO OOMOR0OROoo ooo (ooo COD Oo ooommo 0 quo CM OOOOOCECIITY 0 OOD OO OOOO 40 OOOO000O000 DOMINO OOO CON OO =Coc) COO COO O00 On COO OW =O OO CODD DOO COOWOOCOOOOOOOc O OOROWNO Oo OOOO00 OCOOUMOo OQOOMOOCMO OOO 0000 OoOWO0 QO0G OO COCO OO OOM OO OOOO gw CO COO O OOOO OO O00 OO OC O04 DWIDUOG CODEC OOOO =O DOOOOOCOWOOM OOOO COMO OOMOO0O O08 QO0OOOOCUMOOOWO OO O OWO00 MOO008 OoOo00 OO CON COO O08 O00 Coo OOH 0 COO 0000 CoO OO)COOOCOOOO OOO 6 OO OOo OOM MO00 OOOO OO)O O00 OmOOO OOOO OOW3 0 OO M00000 Oo OO O OOCOOOOO O08 Oo O00 a ooo Oo ooo DOW QO OOOOO OO AO 8 ao oO OD OOOO 0 On00 OOO OOO OU QOOOOOUG OUOMOOO Mood oO OOO OOo}O0 OG Oo DOOD O00 00 Cy 270505 0 00 -W0e 05 Anes JOO)CO)Ocoee oO mimeLiu CIOCOCCCCOIO Y”"O OOOO ooo CHO m+"OF OFToo oe Oo gamH0 W000 $=OA Oooo”eo'ooo Bo'oe”Oo COO Oo Oooo ooo oO lA od mano VT Homo @-oo W000 ,oO ofo0"Oo'O00 -O O00 O'o0 woe 00 Choo -ooo0deo 78 "00'God ooo ol Or o-Domoo COO 700'eb 210 Om -otoo ooooood moon ovfooode oo oo aod 6K aoe as 8 m@-foooOm!oo BO Boom "7 wooo - 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PROPOSED POWERHO MODULE (ALT.A) PROPOSED POWERH MODULE (ALT.B)/ EXISTING KIPNUK LIGHT PLANT BUILDING KUGKAKTLIK LIMITED/ ISTING ABANDONED 8'X20'GENERATOR XY MODULE!TO BE REMQ . :BRIDGE mH 5 \le JJ TRADITIONAL COUNCIL//KIPNUK LIGHT PLANT OFFICES \ -_ Duane Miller Associates LLC DUANE MILLER ASSOCIATES LLC (jaa) yideqe<] a Duane Miller Associates LLC ly DUANE MILLER ASSOCIATES LLC BS o nLeSS H A 3ro)a a & AO@ Oo A,e lA e Duane Miller Associates LLCa(ly DUANE MILLER ASSOCIATES LLC oS ®ose<=H A 6°Oo | A |tyegela ality [e) A e i i al i au | |4 Duane Miller Associates LLC DUANE MILLER ASSOCIATES LLC Depth(Feet)oeDuane Miller Associates LLC'Y \ DUANE MILLER ASSOCIATES LLC Depth(Feet). 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'oo trop ong 1 a 'poro4 to to 4 mt 1 poro4 to f moo an)1 1 ' '1 '' t \ mors 1 teed '1 '1 'f f ree 'i '' t 1 i ''1 '' 1 ' ' '':'tie '1Peotone'too i 'ee)64perro44f'1 Domom oO -"+-ma Ht]---f0oO OMT OOo OOOO O O00 oO OOO OOMOO ODOO 8 6ofoiotom -O-00QO 0O00}OOMHit} "EBHo0 oO BAARARARRRAnalysis of Dat.&ono0aaqOn om Om Cm 00 MomomMom o OOmMonoO oF QO BoARAAoo oO oO oo oo oo o0 00 nO oo oo oo oo oo 00 oo oO o0 oO oo oO [yal TAL TAL TAL ivy TAL n rlmaypieyepanyLypadynyTT 4 cot eer)7 1 a)'ror thet (vo (1mortrae''t (1 ''tos tad 1 1 ',tae ''pa ('''1 ',en) 'yoro4 on)1 rroao4 1 rrug 1 roa 1 toa 1 peruse '1 rod ,bene 1 red ;-\\rt'''tron et rt t ''''too ot ' > rrr trout tered , ''1 oor rere¢a)vot 1 'eure 1 i 1 heu 1 hroret ,re rors A '1 i rn) '1 (Rrra '1 't , 1 toot ('1 tere 1 1 ''eau , ' OOD)oom pooooo oO cmooo0 Cy Oomom oo --+-omoO Ha OM Ooo e"W--0O OOOO O O00 OOO OOO0OOMOO OOOO)6oogeod 00000ooo--O-0 00000©ofDGoommo[ f /|fo 0no00 Ooo oouommo oO D0 Too mo)Oo oon --mM -_----ao --a 00 TOOOo oo)Oo OOM oOo --_--mm ----- mooo Cy 00000©ooDOOD mM oD 000 Domo00 oon 00 Om Ooo 00 mo oo oom Oo om om Oo oom om om Oo joo oom O00 om om OOOO]om ooo pooomo om ooo oo oom:Oo m4 m it ooOomomoooomom 0 oom om om om OOM oon |ooooooo 0.524 0.533 0.509AooomoomoO oom 22.0%21.2%20.6% Oo mo i wm it:0 om om faas)om omooomomommo oom oom ooooo o om om oo om moom oooo0 oooo0 Oooo ooo om OonooooooMn 00000©Oo0moooOmomog TA si O8 WA pH oon °OO Oooo oo ooo DO 10 Oo 0 O00 O00 Cooooom oO como Oo om m Oo Oo om ooo --hulle ae Seo oon Oo joc oom DOD ono OD OTTOOM Oooo ; OOOO on 10 OO DOWDal:O m m tafe0DoOomooooom O O Com oO Oo oocaoomoom o|OOOO 0.748 0.781 0.741foEBiamOOOOFooAeDOW-138.8%24.3%24.3% 0 OO m a4}m;Oo WW om OO oo om O O OD aon On (1) 00 coo on moomoo OOM OOO -_-jean fm jaen}-om D000 o oO oO aan On moom OOOU OO Oooo Oo OOOO00 OOOO0 OOOO ooo omo on00 DOOOOMOOD OFO00 Oooo coy omooo omooo 00000©O7oO0GatooOOOOO{ 00 TOO)Oo oomoO ---FO ---OW ---ao 00 toooOo mmo oo0c0 oof oocomDo Oo oo o00 Coy 00000©oDrara DOOD ©20 000 000000 con oo OMOOn ONO O00 00 oo oom Oo om om Oo oO om om oon Oo [oc oom oo ong oo Cio om ooo oooocoo om oo om oom2Oomo ti o utOo©om om oo ooo Oo 0 om om mm oo oom oom o|Oooo 0.757 0.748 0.717Aooomoomod oom 22.8%23.7%24.2% Oo mo o i m:Oo o om om om omOooomomomom OOM Oo oOo0o00 o om oo on om moo OOD00D OOOO0O0 0o00 0000 ooo Oooooooo H ZAO oOo:o Ta85OoTaOo oO a AO .aaa 00 00000 oo on no oo oo oom 00 TOO Oo wooo O om 0 O O Co oo on _on oon Oo /otmm oom ooo om om OMOOOoOM om ooo Pal oooomo ooo om oo =al oom :ye Z O oo i futOoooomooom omAOooOomomomomoOoomOoo:ol ooo 1210 1.090 1.032wrBolcomoom:a iaan oom 45.1%42.2%40.5% a Oo mo fu m i B |oO ©om oo oo om Oo o om om om oo 00 [oooo como OO OOO o-oo -o oo --oO oooo0 o oo oo om om moom noo oof oouomo oa Oo0000 o0000 onfn00 oooo ommnoooOODOOOOOooooo)6oooooo Cy Ono Onno 0000 oomoOoo00|oom Oo[O00 }Gon |coool o om ooo o oo00 000oO oo na]on on)Oo]oO oo nti on On)on]a no oo OT)1)ol oa N oa R22) D > D =----7 O iui MO -™00 O fain}CO ef O Oo Doom]OO Ooo"FpooMoO oOo tooo Cy ShearStress(psf)DOOD ©on DOO Domo00 coon oo DMO Ooo OOMOMm O5F00 oooooom OOOO aeee0mn 0000GoCOoC OO00 Como Oooo oO 000Oo 0 DOOOOO;O OOOOOOO|OOO0O00 O00 z/(e6is- 61s) Ooom ono DOO ©oo OM Ooo Comom OOOO ooooood 000 Obomoo oo oo (jsd) sseysg sweeus OOM)ooo ooo oO cooo My a (4)ude ly O00 CeO oooocn0m aoamoovo O”'oooo ”*OCHO OO'O 00'O oo'Oo DUANE MILLER &ASSOCIATES Log of HOLE :B-3 Project:_Kipnuk Fuel Tanks Date Drilled:March 10,1998 DM&A Job No.:4095.44 Contractor:Denali DrillingLoggedBy:M.Hendee ©_Rig Type:CME-45 W/6"0.D.Hollow Stem =oD Elevation:89.5 ft*cy £0MoistureContent%(*},Salinity (A)2 ca Light Plant Tank FarmandBlow-Counts (0)2 302040680>80 P200 OtherTests 49 Ow Description ¢Ag i ORGANIC SILT:(OL)(Vx)Gray-brown, :: i seasonally frozen to 4'w/trace visible ice,wet &medium stiff below below 4 o-|6 Ss co.le 2 || i |Ss SILT:(ML)Dark gray w/trace sand,wet,Co medium stiff o.© SsoO/° Ss :s) fe)_@ Ss | L 30_| ;Closed,3/4”I.D.PVC installed to 29.5' } J i 35 iL *Elevations were measured with a hand level.An arbitrary datum of 100.0 feet was established at the top of the southwest corner of the burned trailer. Job No.:4095.44 Date :May 1998 Duane Miller &Associates Arctic &Geotechnical Engineering LOG of BORING B-3 Fuel System Upgrade Kipnuk,Alaska Plate DUANE MILLER &ASSOCIATES Log of HOLE:B-4 Project:_Kipnuk Fuel Tanks Date Drilled:March 10,1998DM&A Job No.:4095.44 Contractor:Denaii DrillingLoggedBy:M.Hendee o _Rig Type:CME-45 W/6"O.D.Hollow Stem S Elevation:89.5 ft* =ByMoistureContent%(*),Salinity (A)2 =e2 ¢§Light Plant Tank FarmandBlow-Counts (0)-RE eo 56204060>80 P200 OtherTests 9 SY OCAE Description¢Ag)YT:ORGANIC SILT:(OL)(Nb)Gray-brown:WHat w/layers of fibrous Peat (Pt),seasonally A "bey ''frozen to 4.5'w/no visible ice,wet &§mine medium stiff below below 4.5' :i tit fe)e Ss it2...a o.5 ito¢ ide "Eye 4 ate SILT:(ML)Dark gray w/trace sand,wet,1 medium stiff :Ssa). Ss 7 On Ss 7 Oo ssn x4 'Ss 7 Stiff below 28° 'Ss 7 €i 30 _| i d 35 LJ *Elevations were measured with a hand level.An arbitrary datum of 100.0 feet was established at the top of thesouthwestcorneroftheburnedtrailer. Duane Miller &Associates LOG of BORING B-4 PlateArctic&Geotechnical Engineering Fuel System Upgrade Job No.:4095.44 Kipnuk,Alaska 5Date:May 1998 DUANE MILLER &ASSOCIATES Log of HOLE :B-5 Project:Kipnuk Fuel Tanks Date Drilled:March 10,1998 DM&A Job No.:4095.44 Contractor:Denali Drilling Logged By:M.Hendee ©_Rig Type:CME-45 W/6"0.D.Hollow Stem os A Elevation:88.5 ft* =BeMoistureContent%(+),Salinity (4)g =e 2 ¢§Light Plant Tank FarmandBlow-Counts (0)E gE em 80204060>80P200 OtherTests ©»OW GAL Description |:'Ag Rayyey ORGANIC SILT:(OL)(Vx)Gray-brown, ita}frozen w/trace visible ice as crystalsiii$i :j {'t ©bd Ss _'SILT:(ML)(Vr)Dark gray w/trace sand,oO A «te seasonally frozen to 3.5'w/visible ice as ee one 5 randomly oriented lenses 1/16"thick,weta&medium stiff below 3.5 i ss | 10 Sso4°| -15 _]| :i Ss& ng vos 20 i :Ss of.e Ss :Oo e Je :i |30_| 35 *Elevations were measured with a hand level.An arbitrary datum of 100.0 feet was established at the top of the southwest comer of the burned trailer. Duane Miller &Associates Arctic &Geotechnical Engineering Job No.:4095.44 Date :May 1998 LOG of BORING B-5 PlateFuelSystemUpgrade Kipnuk,Alaska COL CeOo oO ooo COCO aro OOOO af om CME-45 Drill Rig and Support Equipment,Kipnuk Fuel Tank Site,March 2007 General Site Conditions,Kipnuk Fuel Tank Site,March 2007 Duane Miller Associates LLC Job No.:4095.111/131 Date:June 2007 SITE PHOTOGRAPHS AEA Bulk Fuel and Powerplant Facility Kipnuk,Alaska Plate SN AY EEPoeeeeeee, pe Existing Fuel Storage Facility and Corporation Offices, CME-45 Drill Rig (Skid Mounted)and Village Corporation JD 450 Dozer,March 2007 Duane Miller Associates LLC SITE PHOTOGRAPHS Job No.:4095.111/131 AEA Bulk Fuel and Powerplant FacilityDate:June 2007 Kipnuk,Alaska Plate APPENDIX F FLOOD HAZARD DATA Runway Data RUNWAY DATA Runway Ident: Length: Width: Surface Type-Cond: Surface Treatment: Gross Wt:(IN THSDS) SW DW DTW DDTW 15/33 2,120 35 GRAVEL-G LIGHTING/APPROACH AIDS Edge Intensity: NOW Element 81: RWY Mark Type-Cond.: VASI: THR CROSSING HGT: Visual Glide Angle: CNTRL-TDZ: RVR-RW: REIL: Approach Lights: MED SOOOOBSTRUCTION DATA Page 1 of 1 FAR 77 Category: Displaced Threshold: Controlling Obstruction: Obstruction Marked/Lighted: Height Above RWY End: Distance From RWY End: Controlling Offset: Obstruction CLNC Slope: Close In Obstruction: Runway End Coordinates A(V)|A(V) !eeiyRunway End 15 Latitude 59-56-08.771N Longitude 164-01-54.947W Elevation 9.7 FT.(MSL) Runway End 33 Latitude §9-55-48.478N Longitude 164-01-44.746W Elevation 8.4 FT.(MSL) http://www.gcrl.com/5010WEB/rwy-detail.cfm 9/14/2004 General Information oe Page 1 of 1 Runway Info.Remarks sed Pe PE ROBT ESE RINT AE OPO SEMIELETSaServices&Facilities |Based Aircraft &Operations )be SR Nee CAA Phy DLE AY ALAS OSES RE REPT TF CBD to Airport(NM):00 SE County:BETHEL REG/ADO:AAL NONE SECT AERO CHT:BETHEL Ownership:PUBLIC ger |per fo Owner:STATE OF AK DOT/PF CNTRL REG Yr)Who Pre Address:PO BOX 196900 ANCHORAGE,AK 99519-6900 aoitheamdPhoneNo:907-269-0747 Manager:L.J.DAVIS Address:BOX 505 BETHEL,AK 99762 SU ee " Phone No.:907-543-2495 4fd.77 4Ad AW 1AG OW 1AM Attendance YNATNDD Schedule: Airport Use:PUBLIC Airport Lat:59-55-58.624N ESTIMATED Airport Long:164-01-49.847W Airport Elev.:11 SURVEYED Acreage:0 Right Traffic:33 Non-Comm Landing NO .Fee: NASP/Federal NGY Agreement: FAR 139 Index: http://www.gcrl.com/5010WEB/gen-info.cfm 9/14/2004 Kipnuk |Council Office:(907)896-5515 |Revised:August 2004 STATUS POPULATION BUILDINGS RIVER SYSTEM COASTAL AREA NFIP STATUS FLOODPLAIN REPORT FLOOD INSURANCE STUDY unincorporated 573 Kugulik River Kinak Bay not participating no no LAST FLOOD EVENT FLOOD CAUSE ELEVATION FLOOD OF RECORD FLOOD CAUSE ELEVATION WORST FLOOD EVENT FLOOD CAUSE FLOOD GAUGE no Comments:The community is located on the left bank of the Kuguklik River,4 miles upstream from Kinak Bay.A severe coastal storm or high water on the river may flood the community. Floodplain Manager (907)753-2610 APPENDIX G CONCEPTUAL DESIGN DRAWINGS 2/17/09(09:00)BY:mraynerAUTOCADDRAWNGNAME:C-1KipnukBFUUpgrade-Baose.dwqPLOTTINGDATE:NEW AIRPORT = BOUNDARY "100 \SCALE IN FEET Ree PREVAILING --_- *.Pee .a rsWINDDIRECTIONaafaSee PROPOSED NEW”* UGHT-PLANT-SITE B EXISTING:KIPNUK LIGHTPLANT.TANKS . .*ray-PROPOSED NEW L 'LIGHT PUANT SITE A aan as .4 |'wee con . Dx CONSTRUCT t-.7 |Se Mo ™450°FEET OF -KIPNUK TRADITIONAL*,BORROWALK »*"|COUNCIL AND KIPNUKoe|LIGHT.PLANT OFFICES "NEW 3°@ BARGE OFF -LOADING PIPELINES AND 2” 'DISPENSER SUPPLY LINES: "KBIGKAKTLIK LIMITED /°TANKS TO BE *-,REFURBISHED .AND RELOCATED-. g BRIDGE «*" mee . x aN EXISTING 3”®enLIGHTPLANTBARGE*..G.OFFLOADING "PIPELINE: -¥i nea Pr. Af 7v ffNEW370PIPELINEEXISTINGpeeod'KUGKAKTLIK EXISTING *PROM BRIDGELIMITEDTANKKIPNUKLIGHT"-Re PLANT MARINE.STRUCTURE, :"HEADER _.»guts7. EXISTING KIPNUK LIGHT PLANT TANK NEW A DISPENSER &ENCLOSURE Ssis MARINE TRACT f KIPNUK {NEW 3"PIPELINEADJACENTTO+BOARDWALK ON NEW 10,000 GALLON INTERMEDIATE TANK # :EXISTINGRIVERBANKITE(P,*{TIMBER SUPPORTS OR |SCHOOL'NOVEMBER SCHOOL SITE (PLAT No.»|SUPPORTED FROMOF2008RECORDINGDISTRICT)&BOARDWALKS RIVER BANK fF OCTOBER OF 2004 ena -EXISTING SCHOOL BARGE.:: OFF-LOAOING PIPELINE..sf ; et NM KIPNUK SCHOOL SITE ">ene ,(RECORD SURVEY No..we x 90-12 RS BETHEL RECORDING DISTRICT) EXISTING SCHOOL (°\PROJECT LAYOUT PLAN EXISTING AIRPORT "*APRON LAKE \CaL SCALE:1"=100"ALASKAENERGYAUTHORITYKIPNUKBULKFUELUPGRADEKIPNUK,ALASKALCF.f2°aDw oe awz Ol?Oa]# DRAWN BY:MAR CHECKED BY:GMO DATE:02/13/09 JOB NUMBER:08 403 SCALE:AS SHOWN DRAWING TITLE: PROJECT LAYOUT PLAN SHEET:oF C-1 2/17/09(08:56)BY:mroynerAUTOCADDRAWINGNAME:C-2TFLoyout.dwgPLOTTINGDATE:128.0"xx7xCORPORATION TANK500GALLON;DIESEL 24.00X18'H LKSD TANK ,500_GALLO!DIESEL 24.0'OX18'H LKSD TANK CORPORA TION TANKKs)60,500 GALLON :0,500 GALLON : ©DIESEL DIESEL 24.0°OX18'H 24.00X18'H Qe x ACCESS.STAIRS (TYPICAL)3)®KIPNUK TRIBAL COUNCIL e900 0 90000! 6,000 GALLON SINGLE WALL INTERMEDIATE TANK ranArer4 32.0"24.0'OX18'H lan S94|CORPORATION CORPORATION x DIESEL GASOLINE|: 1 : 900 )oco|ooe(dooo6,000 GALLON SINGLE WALL DUAL:PRODUCT DISRENSING TANK | any CORPORATIONan Z <s xx*xxKIPNUK TRIBAL COUNCIL TANKxxCORPORATIONTANK_60,500 GALLON|GASOLINE 24.00X18'H CORPORATION TANK wwe 560,500 GALLOGASOLINE 24.08X18'H °(C9 intermediate»X=4/ome (rePical)X=--X- _-60,500 GALLON :|DIESEL : 24.0'OX18'H **DIESEL 24.0'OX18'H KIPNUK TRIBAL COUNCIL TANK enn ,60,500 GALLON 8DIESEL 24.0'OX18'H KIPNUK TRIBAL COUNCIL TANK __...60,500 GALLONDIESEL 24.0°0X18'H Qu _-14-INCH DIAMETERPILEATLEAST55.0° k BELOW EXISTING GRADE,TYPICAL. (7 \TANK FARM LAYOUT PLAN (TYPICAL) va *-*K\pune ENCLOSURE OR (1)2-SIDEO RAIN SHIELD ory, va *x/CONTAINMENT DIKE (TYPICAL) ie]6 SCALE IN FEET ALASKAENERGYAUTHORITYKIPNUKBULKFUELUPGRADEKIPNUK,ALASKAue O: ke a6to2Ww=o a.Wz Oleoalz DRAWN BY:MAR CHECKED BY:GMO DATE:02/13/09 JOB NUMBER:08-403 SCALE:AS SHOWN ORAWING TITLE: PROPOSED TANK FARM LAYOUT PLAN \c-2J scales 1 =6 SHEET:OF C-2 2/17/09(08:58)BY:mroynerAUTOCADDRAWINGNAME:C--360KVSWT.dwgPLOTTINGDATE:1°@ FLANGED NOZZLE WITH: REINFORCING PLATE TANK SHELL LIFTING EYE (TYPICAL 4) 3°@ NORMAL VENT ON 3°@ NOZZLE 3°SPARE FLANGED NOZZLE ,WITH FLANGED EMERGENCY VENT FIELD LOCATE STIFFENERS t5exd nN BG 3°@ THREADAD NOZZLE WITH "@ SAMPLE)HATCH8SAMPLE 2”FLANGED NOZZLE rae rads ("8\24°ROOF (SPARE -FUEL OIL)(i)\c-3) MANHOLE (HIGH LEVEL ALARM -- GASOLINE) 2°ROOF FLANGE 24°@ SHELL MANHOLE 6°UNISTRUT PIPE SUPPORT BRACKETS WITH REINFORCING2°PRESSURE plate AT +6°O.C.LADDER WITH CAGE LIQUID LEVEL TAPE GAUGE RELIEF VALVE (rypicaL) . FILL3°FLANGED TSSUE Q NOZZLE WITH REINFORCING PLATE:2°6 SCH 40 37@ FLEX FITTING:STEEL PIPE PRESSURE RELIEF VALVE AND PIPING ONLY REQUIRED WHERE SHOWN ON DRAWINGS (a2 \ROOF LAYOUT PLAN C-3)SCALE:1”=3" OL. __t- \ y- 1/4°PLATEhoor 2”PRESSURE RELIEF VALVE(|24.0¢ PRESSURE RELIEF VALVE AND PIPING ONLY REQUIRED WHERE SHOWN ON DRAWINGS b---1/4"PLATE SHELL 2°06 STEEL PRESSURE RELIEF PIPING 18.06TYPICALREINFORCING PLATE AT #6"O.C. PIPE SUPPORT &)J Biee WITH 3°@ FLANGEDNOZZLEWITH (4'REINFORCING 3/ PLATE(7tewaTer(_6_)5/16"PLATE:nta DRAW COroM \eX f (2\TANK SECTION LIFTING EYE (TYPICAL) R 1/4"SHELL ROOF @ 1/4"SHELL (3\CONNECTION DETAILS e/a ROOF \c-3/SCALE:3°=To Z |TANK SHELL 1/4°X12°6 REINFORCING PLATE 3°6 NOZZLE TEE REQUIRED WHERE PRESSURE RELIEF VALVE REQUIRE!D (BEYOND,NOT SHOWN) (4\FILL/ISSUE DETAIL\c-3)SCALE:1°=17-0" TANK SHELL 6°x6"x1/4" STEEL PLATE ae |28 PIPE UNISTRUT [CHANNEL a Ow UNISTRUT PIPE CLAMP (s\PIPE SUPPORT DETAIL \c-3/SCALE:NTS 1/4°x1'0 STEEL REINFORCING PLATE 1°@ FLANGED BALL VALVE BLIND FLANGE (e\WATER MAXIMUM TANK SHELL 17@ SCH 80 STEEL PIPE DRAW_DETAIL NOTES: 1,SEE STANDARD EQUIPMENT AND MATERIALS DRAWING FOR ADDITIONAL SPECIFICATIONS. 2.NEW SHOP FABRICATED UL 142 21.5%x18.0°TANK WITH MINIMUM PLATE THICKNESS AS SHOWN ON DRAWINGS.PROVIDE BRASS DATA PLATE FOR UL 142 FIELD ERECTED TANK. 3.ALL TANKS SHALL BE LABELED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE CHAPTER 34 TO PRODUCT STORED AND STORAGE CAPACITY,PROVIDE ADDITIONAL SIGNAGE WHICH IDENTIFIES TANK FILLING PROCEDURES,TANK DEPTH-TO-VOLUME CHART,AND NFPA 704 PLACARDING. 4.PRESSURE TEST ALL TANKS PRIOR YO INSTALLATION IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE AND UL STANDARD 142. ALL GASOLINE TANKS SHALL BE EQUIPPED WITH A PRESSURE/VACUUM VENT IN PLACE OF THE NORMAL VENT.VENT SHALL BE THREADED CONNECTION,CAST LOW COPPER ALUMINUM BODY,SET TO OPEN AT 1/2 oz/sq in,PRESSURE OR VACUUM.SHAND AND JURS MODEL 94020-13-01-01-05,OR APPROVED EQUAL. CONTROL LOGIC (GASOLINE TANKS) 1.HIGH LEVEL SWITCH:ACTIVATES HIGH LEVEL ALARM WHEN LIQUID LEVEL REACHES 90%OF TANK CAPACITY R 1/4"SHELL-+| PR 5/16"BOTTOM \ (7\BOTTOM CONNECTION DETAIL\c-3/SCALE:3”=1°-0° A TANK SHELL R 3/8°X2°X6"STIFFENER 3/16 A PLAN R 1/4"SHELL -em ioSEAT_R 5/167eorrou \ ||Lz]ZZ ELEVATION SECTION A-A \c-37 SCALE:1°=3 \c=3/SCALE:ve 1-0" (8 \TANK STIFFENER DETAIL\c-3/SCALE:1"=3 ALASKAENERGYAUTHORITYKIPNUKBULKFUELUPGRADEKIPNUK,ALASKA138E.51etAve,-Anchorage,Alaska09503-(907)272-1830_ 46ata=Wi & a.wz w|sOwlsOole# DRAWN BY:MAR CHECKED BY:GMO DATE:02/13/09 JOB NUMBER:08-403 SCALE:AS SHOWN ORAWING TITLE: NEW 60,500 GALLON VERTICAL BULK TANKS SHEET:oF C-3 2/17/09(08:59)BY:mraynerAUTOCADDRAWINGNAME:C-4DETAILS.DWGPLOTTINGDATE:(TYPICAL)ff 7) Ps("2 pump CY 1 |\C=47 ENCLOSURE 1 sf ||<6 yfi Ny LOCKING LATCH |secsyi >(TYPICAL OF 2)|a”!° i ww!||PL 1/8”DOOR WITH ;\byANGLESTIFFENERS+">5 |(TYPICAL OF 2)|FE ZnnOrare CONTINUOUS PIANO pi -__------= HINGE (TYPICAL OF 2) 4-0" PLAN (1\PUMP ENCLOSURE(craJ scaes 1 =2 1/4°PLATE BOTTOM (2\PUMP ENCLOSURE\c-a/SCALE:1"=2'R-2\£2°x2"x1/8" BRACE (TYPICAL)L3"x3"x1/4"REINFORCING |(4TYPICAL,PLATE (TYPICAL) (3.\PUMP_ENCLOSURE STAND\craJ scat 1 =2 (3 \84 GALLON STEEL PIPE. STEEL PIPEary,GALVANIZED Le BOLLARDSTEELDRIPor|(3 PLACES)7 Th 3 BURIED 3°@ SCH 80 Mm,3 STEEL PIPE 3°@ CAM-LOCK L+| WITH DUST CAP C mn D) 3°CHECK vaLve----/|3”BALL VALVE: VEN - C-4 (+\MARINE HEADER DETAIL -PLAN GALVANIZED PIPE STRAP 1” LARGER DIAMETER THAN PIPE OUTSIDE DIAMETER,ATTACH TO TIMBER PIPE (SEE NOTE 2) 5/16"@x4" GALVANIZED LAG BOLT (TYPICAL OF 4) 3x10 PRESSURE_- FREATED TIMBER,(SEE NOTE 1) (TYPICAL) 1.HEM FIR NO.2 OR BETTER TREATED PER AWPA STD LP-222 TO .06 RETENTION. 2.B-LINE FIGURE 82100 PIPE STRAPS AND LAG BOLTS WITH ASTM A-123 G90 HOT DIP GALVANIZED COATING.PROVIDE (2)3/8°®X3” LAG BOLTS FOR PIPES 2°@ AND LARGER AND (2)1/46 X 2°LAG BOLTS FOR PIPES SMALLER THAN 2°. (7\TUNDRA PIPE SUPPORT DETAIL\cra/SCALE:1"=2° J 6°@ SCH 80FiPORTBALLVALVE:STEEL PIPE BOLLARD TYPICAL 3°CHECK VALVE: 30 SCH 80 39 CAM-LOCK STEEL PIPE DUST CAP (3 PLACES) 3°6 SCH 80 STEEL PIPE DRIP BOX te (BEYOND) CONNECT BOX T wi 3 TO POST WITH-_-eeCHAIN heer a L tele 1 FINS,,SADECRKLREEEIO(0({(0060EI<q<[_CXKX<&KK[KKK<WINNS SIININNINIINNNNSSRG (>\MARINE HEADER DETAIL -SECTION \c-a/SCALE:1"=1 3/16"STEEL PLATE 5 Mit COLD GALVANIZED COATING INSIDE 2°THREADEDANDOUTSIDECOUPLING WITH PLUGSEALWELD- ALL JOINTS (se \DRIP BOX DETAIL ALASKAENERGYAUTHORITYKIPNUKBULKFUELUPGRADEKIPNUK,ALASKA0: Kes)SCALE:1”=2° r- 5°HIGH CHAIN Q LINK FENCE & TOPPED WITH = BARBED WIRE (2 53/8"0.0.POST)s anePe_ A CONTAINMENT q eDIKEWALL=«mJ CONTINUOUS 1/4°STEEL DECK BEAM.--__| PURLIN. PILE CAP VARIES STEE!PILE EXISTING GRADE (e\DIKE WALL SECTION Xe)SCALE:1"=3 Pa EXTERIOR DIKE ENCE POST (TYPICAL) INTERMEDIATE (2\DIKE WALL ISOMETRIC i a6to2Wwooawa OmeCalz DRAWN BY:MAR CHECKED BY:GMO DATE:02/13/09 JOB NUMBER:08-403 SCALE:AS SHOWN (craJ sca:7 =2 \c-a)SCALE:1"=2° ORAWING TITLE: DETAILS SHEET:OF C-4 APPENDIX H LOCAL LABOR AND EQUIPMENT Sep 14 O04 O2:32p NATIVE VILLAGE OF KIPNUK KIPNUK TRADITIONAL COUNCIL P.O.Box 57 ©Kipnuk,ALASKA 99614 (907)896-5515 *FAX (907)896-5240 LCOMF,LLC 14 September 2004 C/o Joe Daniels 139 East 51%Avenue Anchorage,Alaska 99503 RE:Kipnuk BFU-Laborer and Equipment list Dear Mr.Daniels: Enclosed,please find the available Laborer list as requested as follows: 1.Laborers:Ben Kugtsun Nelson J.Anaver Nace Paul Clifford Paul Jonathan Dock Jeffery Carl Cari J.Paul Sr.'Adolph R.Paul Bruce Francisco Emil Amik Albert Romer IIl Cari S.Dock Fred Gunlik Sam R.Anaver Jeffery Duncan Randy Paul Norman Kashatok Earlene Paul Brian R.Cari James T.Smith Denise Carl Jason Martin Elizabeth Smith Lewis Amik II Arthur Gunillik Jr.Darrell John Gwen Slim Charlie K.Carl David K.Cari Carl Amik Fred Fox Oscar Gunlik Chris L.Paul John L.Amik Ralph Fox Tom Handley Sr. Dale Aliralria Kyle Jack 2.Equipments: 2 ea.Back Hoe 1 ea.250 Tractor Any questions don't hesitate to contact Jimmy Paul or myself at 907-896- 5515/5432/5433 or fax at 907-896-5240.Thank you for your time. SINCERELY YOURS, For the Kipnuk Traditional Council: Martin Aliralria Sr.,Traditional Chief Charlie K.Paul,President co?reAdol6nrR.Kashatok Tribal Operations Director APPENDIX | OTHER DATA Kipnuk Erosion Analysis February 13,2009 Page 1 of1 Historical hydrological data indicated that the east bank of the Kuguklik River near the Corporation Hardware Store has been eroding.Using aerial photos and a survey conducted in November of 2008 by LCMF the proposed tank farm sites was evaluated.Aerial photographs from 1963,1983,1996,2002,and 2004 were compared to the current shoreline conditions found during the November 2008 survey.The resulting shoreline erosion is shown in Figure 1 -Erosion Study included in the main body of this report. Shoreline locations at various stages over the past 45 years indicate that the river channel in front of the village is realigning as the upstream river approach swings to the south.As the river moves to the east, the angle point in the main river channel moves to the north shifting main erosion impact area further upstream.This change is typified by the shift in extensive shoreline erosion from in front of the village between 1963 and 1983,to the mouth of the slough between 1983 and 1996,to the current location upstream of the mouth of the slough between 1996 and 2008. The current area of significant erosion is between the Corporation Hardware Store and the Corporation fuel dispensing station.There has been some significant erosion in this area over the past six years,up to 100 ft in some areas.Erosion distances between 60 and 90 feet have occurred in this area between 2004 and 2008.The corresponding annual erosion rate in this area is 18.8 feet per year while past erosion rates have typically peaked around 10 feet per year. A portion of the increase in erosion can be attributed to the narrow channel width at this point in the river. The current channel near the hardware store and dispensing station narrows which increases the velocity along the outside (eastern)shoreline.This increased velocity accelerates erosion by carrying away soil at higher rates.Points further downstream,where the channel widens,have lower erosion rates,correlating to the slower velocities in the wider channel.As the erosion progresses in the area of the dispensing station the channel will widen which will result in slower river velocities reducing the erosion rate. This increased erosion in this area is also partially the result of the formation of an island from a braid in the slough which has now disappeared.What was previous the bank of the slough has become the eastern bank of the river.When the river claimed this portion of the slough the shoreline north of this area became more exposed to river currents contributing to the accelerated erosion. Another reason for accelerated erosion may be due to the presence of different soils that are more susceptible to erosion such as an old lake bed,degraded vegetation from local activity,or possibly areas of degraded permafrost. As a result of all of the above factors it is anticipated that the erosion rate in this area will reduce to more traditional rates of 6 to 10 feet per year in the future. Based on the current erosion rates and the transition to slower rates in the next several years,it appears that the new tank farm site will not be endangered by erosion for well beyond the design life of the facility.The proposed bulk tank farm will be located about 680 feet from the edge of the river bank as recorded November of 2008.Assuming that the current maximum erosion rate of 20 feet per year continues for the next 10 years,and then the traditional maximum rate of 10 feet per year occurs after this point,it would take almost 50 years for the river bank to erode within 100 feet of the tank farm site. There is a danger of erosion impacting the existing Corporation tanks within a few years and an immediate risk of erosion undermining the existing gas station and marine header.The new marine header should be located 100 or more feet away from the shoreline,and provisions made for removing a 100 ft segment of the pipeline in the future to move the header and dispensing station away from the shoreline as it erodes. Feb 13 07 02:43p NATIVE VILLAGE OF KIPNUKKIPNUKTRADITIONALCOUNCILP.O.Box 57 «Kipnuk,ALaska 99614 (907)896-5515 *FAX (907)896-5240 ge:LONDY LAVDS rac (407)Aled-2044 Phones DC urgent a Review OPleaseComment UO Please Reply 0 Please Recycle i MMURG D&lGnwacsFe Feb 13 O7 O02:44p NATIVE VILLAGE OF KIPNUK KKIPNUK TRADITIONAL COUNCIL P.O.Box 57 *Kipnuk,ALASKA 99614|(907)896-5515 *FAX (907)896-5240 RESOLUTION No.O7-O2. A RESOLUTION ENDORSING THE PROPOSED SITES FOR THE KIPNUK BULKFUELUPGRADESANDPOWERHOUSEUPGRADESFROMTHEKIPNUK TRADITIONAL COUNCIL. WHEREAS;The K ipnuk Traditional Council has been in planning consultation withRepresentativesoftheAlaskaEnergyAuthorityandLCMFLLCinregardstothe construction of a new kipnuk Storage Facility and Kipnuk Powerhouse Facility,and; WHEREAS;A preliminary site has been identified for the new Facilities,which site having been presented to the Kipnuk Traditional Council,and identified on the LCMF LLC KipnukBulkFuelStorageFacilityandPowerhouseFacilityDrawingdatedFebruary2007,and;WHEREAS;The site selection for the Kipnuk Bulk Fuel Storage Facility and the KipnukPowerhouseFacilitywillbeusedforperformingGeotechnicalInvestigationfortheFoundationDesignoftheFacilitiesandwillbepresentedintheConceptualDesignReportstobepresentedtotheDenaliCommissionforapprovaloffundsforPhaseIIDesign,and; WHEREAS;The K ipnuk Traditional Council strongly supports the construction of a newBulkFuelStorageFacilityandanewPowerhouseFacilityandendorsesthefollowingmajor planning component to enhance the successful completion of the Bulk Fuel Storage ProjectandPowerhouseProject: THEREFORE IT BE RESOLVED:That the Kipnuk Council,by this resolution herebysupportstheAlaskaEnergyAuthority's efforts towards Geotechnical analysis of the site. we undersigned,fot the Kipnuk Traditional Council,do hereby certify that on the(2-Day of February 2007,aquorum of the council met,and passed the above resolution byG_voting in favor and Zi "2.against.sont,Qogid LeDeelaelame,Titte-, ATTEST:Bere Tock Sear fonName,Title KUGKAKTLIK LIMITED P.O.Box 036 +Kipnuk,Alaska 99614 +(907)896-5414 Resohution No OF-O1 A Resolution of Kugkakriik Limited Endorsing the proposed sites for the Kipnuk bulk Puel Uperade and Powerinnune Upprade Projects WHEREAS.representatives of Kuakakthk Limited,the Kipnuk Traditianal Council and Lower Kuskokwim School district have been in planning consultation with representatives of the Alaska Energy Authority and LCMF LLC in rewards to the site selection for a new Kipnuk Bulk Fuel Storage Facility and Powerhouse Facility,and. WHEREAS,a preliminary site has been identified for the new Facilities.which site Raving been presented to ile Kipnuk comuiuniiy,and identillied on tae LOME LLC Kipnuk Bulk Fuel Storage Facility and Powerhouse Facility Drawing dated February 2OOF.and: WHEREAS,the site selection for the Kipnuk Bulk Fuel Storage Facility and the Kipnuk Powerhouse Facility will be used for performing Georechnical Investigation for the Foundation Design of the Facilities and will be presented in the Conceptual Desian Reports to be presented to the Denali Commission for approval of funds for Phase Ii Destin,and. WHEREAS.Kugkaktik Limited stronalv supports the construction ofa new Bulk Puel Storage Facility and a new Powerhouse Facility and endorses the following major planning component to enhance the successful completion of the Bulk Fuel Storage Project and Powerhouse Proiect, PHEREFORE (T BE RESOLVED:That Kugkakthk Limited,by this resolution hereby SUPPOFLs Lhe proposed site svi tio'oled above,and suppurts the Alaska Eneryy Authority's efforts towards Geotechnical analysis of the site. We,the undersigned,for the Rughakthk Limited,do hereby certify that on the 8 day ofFebruary2007,a quorum of the board met.and passed the above resolution by 9"__:votmng in favor and ¢°7 voting ayzainst Signed:Lat Kg pase a oa fore np we Srch wee F 7 Soe.” me yn Attest: eeName.Tithe [3-D T'S y (-Z7?[@ : J 5a=T7T-/FPpme C7.Tek RUGUNIKANER yp)7-'/-.2:"OS @ 27 5 4G FE,GE,CAIZ Perk pel OF7-J , ?REA24510,//41%Net F2pedl mae |Coe O®D giz Slalo 5|2 ?2"|2GYs | Nive[[ST =Storaga Tank ©©©Surface Dminge Als aaIT=Intermedia'a Tart res Spil Containment |z ||Dr*DayYank Collection Arese S e IN fs |2 3 4 |a a Ps ¢a8== n |55mwSS00Fy32g8|&& :*:3 2 1+}encar #1 g° :Ray.2)1)"BS |SUPMY Revive]Za Es Ft}Fed Sey | x v DI-1S --a . on xy | 7 =TID ®|=SELES |2©ww*|COOCO a LO%'Gntentnn De oerouston ore ec lan Bt CONTAINMENT STRATEGIES-REFER TO SECTION 2.8 : 7 Rane sound decor Posie ©Terrestrial Containment-block flow-built dame,renches.eer erst evecuelion reassemblyeroaserotheschodl @ Tarrestrial Drversion -divert sp away from bulidings,sensittve areas -yee Ken.TawFARM.MrdUpurpose room or on play cack 6 dipbulld diversion paths and collection areas,,, ' . 7 Marine Containment -deploy boora to contain spill at point of entry into water.Alewe Lint arc Marine Diversicn -deploy boom to divert spill lo shoreside cofleciton roa.Loca ffot,Replerc Marina Exclusion -deploy boom ta exclude/prevent epill from Impacting or PT-G r -enteving a sensitive area. 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