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Home My WebLink AboutPerryville Bulk Fuel Upgrades Village of Perryville Final Report October 2011Prepared for: State of Alaska Alaska Energy Authority / Rural Energy Group Prepared By: CRW Engineering Group 3940 Arctic Boulevard,Suite 300 Anchorage,Alaska 99503 (907)562-3252 October 2011 CONCEPTUAL DESIGN REPORT BULK FUEL UPGRADES VILLAGE OF PERRYVILLE FINAL REPORT EXECUTIVE SUMMARY This Conceptual Design Report was prepared by CRW Engineering Group,LLC.for the Alaska Energy Authority /Rural Energy Group (AEA).The purpose of this study is to provide a conceptual design and construction cost estimate for upgrading fuel storage and handling facilities for the community of Perryville,Alaska,located 275 air miles southwest of Kodiak on the south coast of the Alaska Peninsula.The Native Village of Perryville (NVP)is the sole participant in this project. Representatives from AEA and CRW conducted a site visit to Perryville on October 13) 2010.During the site visit,AEA Project Manager Bryan Carey and CRW Engineer Kar! Hulse met with NVP members and local fuel system maintenance staff,and toured the community's existing fuel storage and handling facilities. A second site visit on August 9"",2011 by Andy Horazdovsky (CRW)and David Lockard (AEA)served to present the draft CDR to the community and gather additional information. EXISTING CONDITIONS There are currently two bulk fuel tank farms in the Community.Tank farm #1,located approximately one mile southwest of the community,is owned and operated by the NVP.The facility consists of a lined earthen dike secondary containment area containing 2 vertical single-wall tanks at 2,700 and 4,200 gallons,4 single-wall horizontal tanks (2 used for gasoline at 3,000 gallons each,and 2 diesel tanks at 20,000 and 10,000 gallon capacities),and 12 horizontal single wall tanks of varying capacity owned by local residents. Tank farm #2,located approximately 40 ft west of the school,is owned and operated by the Lake &Peninsula School District (LPSD).This facility includes three 7,500-gallon single-wall horizontal diesel tanks and a 500 gallon double wall fleet dispensing tank. PROPOSED IMPROVEMENTS The proposed Perryville Bulk Fuel Upgrade Project includes construction of a new, 103,500-gallon,code-compliant bulk fuel tank farm,truck transfer secondary containment area and retail dispensing facility.The tank farm will consist of four horizontal,single wall ASTs (three 28,000-gallon diesel,one 13,500 gallon gasoline, one 3,000 gallon ULSD within a lined,earthen secondary containment dike.The retail dispensing facility will include a 3,000-gallon gasoline protected dispensing tank located near the power plant. Other project components will include a three product barge header (gasoline,#1 diesel,ultra-low sulfur diesel (ULSD)and associated fill pipelines,and all required spill contingency equipment and regulatory plans.The proposed facilities will be owned and operated by NVP,and will replace their existing,aged,non-code compliant bulk fuel Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report ES-1 October 2011 storage and handling systems.The capacity of the proposed facility is expected to meet fuel demands for 12 months in the design year (2021). Due to funding constraints,the LPSD is not a participant in the project. The proposed project schedule,subject to funding,calls for design and permitting during 2011,with construction scheduled to begin in the spring of 2012. The total project cost,including all design,supervision,contract administration, construction,inspection,permitting and a 10-percent contingency,is estimated to be $2,067,000 which equates to a unit cost of $19.97 per gallon based on a gross storage capacity of 103,500 gallons. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report ES-2 October 2011 TABLE OF CONTENTS Section/Title Page EXECUTIVE SUMMARY............::c:cccccceseseeeeeceeeeececsensaueneceessscnseeeeesascecnseaeesenscestereees ES-1 1.0 PROGRAM OVERVIEW............:cccccccccccssssscseceeceeesscseneeeeeeesscsaaeeeecesssneeeeeeseesnneaees 1 2.0 COMMUNITY OVERVIEW...ccccccccessseeeccenseeerecseeecceeeerseeneeeesseeeesenseeersnateees 2 3.0 SITE VISITS AND COMMUNITY INVOLVEMENT ............::c:cecssssseseessssssseeeeeserees 2 3.1.PARTIES INTERESTED IN PARTICIPATION...........:::cccesseecesseseeesetreeeees 2 3.2.CONTACTS 2...ceeccccccccseeccsessseceeescaeeeecsssaecessnaeeceenseesenaeseseseeeseeeneesesteneeess 3 4.0 EXISTING FACILITIES........0...ccccccccceceesseeeeeeneeeecesaaeeesneneeeessueeesssseeesesiseeesssaaeess 3 4.1 EXISTING TANK FARMS ...00......cecccccccceeeneeeesneeecessneeeeeeeaeecesneeeesecseeesssaaeees 3 4.1.1 Tank Farm #1 Detalls 00.0.0...eeeeecscsertereseseeeeeeseeeeeeereseseeeeeeeeenea 3 4.1.2 Tank Farm #2 Detalls ..............ccccccccsscscceceececeeeeeeeeseseseseteneneaaaeeaaes 4 4.2 EXISTING TANK FARM OWNERSHIP AND CAPACITY .............::::eceeeees 4 4.3.BULK FUEL HANDLING AND RETAIL DISPENSING PRACTICES .........6 4.4 LOCAL FUEL TRANSFER CAPABILITIES.............cccsseeccssseceessteeeeeseneeees 6 4.5 REGULATORY PLANS ON FILE .000.....ccc cccecsceeeesceeeesseeeeeneeeesesntesensseeeees 6 4.6 EXISTING CONTAMINATION AND CITATIONS ..........ccccsceecesseeeseneeerees 6 4.7 EQUIPMENT SUITABLE FOR REUSE 0.0.0...eee eecesseeeeenteeeeesneetensnaeees 7 5.0 FUEL STORAGE RECOMMENDATIONS ............ccccccsccccsseesecessneeessneeceretseeessnaes 8 5.1 STORAGE CAPACITY CONSIDERATIONS ..........cccccccceseeeeeseteeeetteeeerens 8 5.1.1 Historical Fuel Use ..........ccc ceeescssceceeeesesnceeceeeecenuneserereeeneaeeeneers 8 5.1.2 Planned Infrastructure Improvements..............::::cssessssesereeeeererenees 8 5.1.3.Projected Community Growth...ce eeecceeeeesneeeeeeeeesenaeeeeeeeeeee 9 5.1.4 Estimated Fuel Consumption at Design ..............eeeeeseeeeeeeenee 9 5.1.5 Proposed Bulk Fuel Delivery ................cceccesesseceneeeeeeerereererenenens 10 5.1.6 Method and Frequency of Local Fuel Delivery...ee 10 5.1.7 Contingency Storage Needs...eee ceeeteeeeeeeeeeseeeteneeeees 10 5.1.8 Alternative Energy Sources .............ecceeceececenerecneeeeeeneneereeneeeeenes 10 5.1.9 Heat RECOVETSY.......cc ccccccssscenrereeceeeeeeeteereesnenenscneneeseseeeeeeereterties 11 5.1.10 Wind and Hydroelectric Power Generation...............cce eee eee 11 5.1.11 Geothermall............ccccccccccceeeeeeeeeeeeeeeeneeneneeeeeeeereeeerereterseeseeagaega 11 5.1.12 Solar Photovoltaic POWer .0...........cccccccceeseeseeeeeeeeeennanerereeensseenenene 12 5.1.13 Alternate Combustible Fuels ...........cc eceseenereeereeeeneeneseneeees 12 5.1.14 Generator Efficiency Improvement ...............ccceceeeeeeseeeeeeeenenes 12 5.1.15 Fuel Type Usage ooo...cece eeeeceeeeseeeeeeseesesessaesesseeeneessaeeeseea 12 5.2 RECOMMENDED STORAGE CAPACITY............eccceeceseseeneeeeseteessseeaeeeee 13 6.0 FACILITY SITING AND DESIGN RECOMMENDATIONS.......oes eeseeeeeeeeeees 136.1 DESIGN CONSIDERATIONS1.0.0.0...cccccccceecesereeeetessneneeeesessnsueanenesaseneaeeees 13 Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report i October 2011 6.1.1 Climate ooo...cccccccsessstneceeceeceeeeseceesereeeeeessesstensesrsnsnaegaananenes 13 6.1.2 Natural HAZAards ............cccccessscsecceeceseesecceseececeteceeeeesenesesssensetaenes 14 6.1.3 Geotechnical Conditions...ccccccesseesseseesseressressseeauanenes 14 6.1.4 Borrow Sources,Ownership,Material Costs ...................:cee 14 6.1.5 Local Labor SKillS 00.0...ccccccceeseseseeeeeesseeseeeuessseeecaeaeaneneenens 15 6.1.6 Local Equipment...ccccccccceseseseessessesesesssesecesaeauaneeueuens 15 6.1.7 Access/Logistical Challenges ..............ccccccececssssssseesstststeaeeaees 16 oo Is ES)|(0 O10)01 (0)16 6.2 PROPOSED IMPROVEMENTS ............cccccccssecsssessesessescsrecseaeaeeeeeueeeeseuees 16 6.2.1 Scope Of WOrk 20...ee ceccccccecessssseceeeeeeseesaeeeeeeesessuseseeeesessstaeees 16 6.2.2 NOn-Scope IteMs.........ce eeeeccccssscecceeeeesessseeseceseseeseeeuseeeecessanees 17 7.0 PROPOSED OPERATING SCENARIO AND SPILL RESPONSE ................000 17 B.0 PERMITTING ........cc ccccccsccececeeccssssceeceeeecesseesecesensaeeeeseccessgueesecececeeerssueeesenene 18 8.1 ENVIRONMENTAL ISSUES...ccccccccccceessseeeeeeeseeesseneeeseesesennens 18 8.2 SITE CONTAMINATION...u......ooo ccccceeeeeeneeeeeaeeeeseeeeseeeeuseceseueeseneeeeaese 18 9.0 CONSTRUCTION PLAN ............ccccccsssesssesscceececeeecseseeseseesesssessssneaeaeeeasaeeseeneuanseas 18 9.1 ADMINISTRATION 2000.ccccsececcecessesersstesssssessnensuaneneussueeueuuseceueees 18 9.2 CODES AND REGULATIONS .............ccccccsessssessscsereeeeeeeeeeeceeeetceeeeesesess 19 9.3.CLOSURE OF EXISTING TANKS ...........ccccccccccsececceeeeeeeseceeeeeeeeneesesesenenes 19 9.4 USE OF LOCAL LABOR...cccccccccccccssssecccccseeeeeeeeceeespeseuseeeeneeeseraens 19 9.5 USE OF LOCAL EQUIPMENT ..............ccccccesesescssceeeeeeeeeeeeceeuecseeeeseessee 20 9.6 CONSTRUCTION SCHEDULE .00......i iccccccssessssscnensseneneneesasetaeeseetes 20 9.7 CONCEPTUAL CONSTRUCTION COST ESTIMATE............cccccceceeeeees 22 Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report ii October 2011 TABLES Table 1 -Contact Information 000.0...ccccesecscceeeeeseeesneeeeeeesesesaaeeseeerenaaaeeeesessaaeeeeseses 3 Table 2 -Existing Tanks ........cccccccccccccceeeeeeeeeceececnenenseaeaeaaaaenanaaeaneseeseceeseeseeeesesenenaeaenaness 5 Table 3 -Estimated Current Annual Fuel Consumption ...............ccccccccseessessenenstaneeeees 8 Table 4 -Estimated Future Retail Fuel CONSUMptiONn ...........cc ccccceceessseessensnettteeeeeees 9 Table 5 -Recommended Tank Farm Storage Capacity .............ccccccesessssssneeeeeeeeneetees 13 Table 6 -Community Elevations..................cccscssssescesneeeeeececeeeteeeeeeeeeesenessenensaasaaaaaaenerens 14 Table 7 -Locally Available Heavy Equipment .............cc cccsssssessseessseseeeeeceseseceneesaneaea 15 Table 8 -Project SCHEUIC 2.0...ceenteceseneeeeeeeeneeeeeeseaeeeeseaneteneneeeerecateessnaeeeeeieeeeees 21 FIGURES Figure 1 Vicinity Map Figure 2 Community Site Plan PHOTOGRAPHS Photo 1 Tank Farm #1 Photo 2 Tank Farm #1 Gasoline transfer equipment Photo 3 Tank Farm #1 Diesel Barge Header Photo 4 Tank Farm #2 Photo 5 Gasoline Dispensing Building Photo 6 Gasoline Dispensing Tank Inside Building Photo 7 NVP improvised fuel truck,power plant,and intermediate tanks Photo 8 Wind turbines Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report iii October 2011 APPENDICES Appendix A Site Control Documents Appendix B_Construction Cost Estimate Appendix C Conceptual Design Drawings Appendix D Alaska Energy Authority Training Program Perryville Bulk Fuel Upgrades Conceptual Design Report iv CRW Engineering Group,LLC. October 2011 ACRONYMS AND ABBREVIATIONS ADCED Alaska Department of Community and Economic Development ADOT&PF Alaska Department of Transportation and Public Facilities AEA Alaska Energy Authority/Rural Energy Group AST Aboveground Storage Tank BOP Business Operating Plan CDR Conceptual Design Report CFR Code of Federal Regulations COE U.S.Army Corps of Engineers Corporation Oceanside Native Corporation CRW CRW Engineering Group,LLC DC Denali Commission EA Environmental Assessment EPA U.S.Environmental Protection Agency FONSI Finding of No Significant Impact HUD U.S.Housing and Urban Development LPSD Lake &Peninsula School District NEPA National Environmental Policy Act NVP Native Village of Perryville O&M Operation and Maintenance SPCC Spill Prevention,Control and Countermeasure ULSD Ultra Low Sulfur Diesel USCG United States Coast Guard USDA United Stated Department of Agriculture USFW United States Fish and Wildlife Service Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report v October 2011 1.0 PROGRAM OVERVIEW The Alaska Energy Authority (AEA),Rural Energy Group is pursuing grant funds to upgrade rural bulk fuel tank farms.The following bulleted items provide a brief outline of the program: Most of the funds for the bulk fuel upgrades program are federal in origin,and are provided through the Denali Commission.Other federal funding sources may include Community Development Block Grants from the US Department of Housing and Urban Development (HUD)and/or grants from the Environmental Protection Agency (EPA).Additional funds may be available from the State of Alaska,through the Department of Environmental Conservation and the Department of Education. In order to receive grant funds,each community must demonstrate that the proposed facility will be sustainable by accepting a Business Operating Plan (BOP).The function of the business plan is to establish ownership of the facility's components,and describe how each component will be operated, maintained and,eventually,replaced. New tank farms are funded,designed,and constructed in three phases:Phase 1- Conceptual Design;Phase 2-Final Design;and Phase 3-Construction. During Phase 1 staff from AEA will visit the community,discuss the program,and work with residents and the local government to select a site for the new tank farm.All planning and decisions concerning the conceptual design will be summarized in a Conceptual Design Report (CDR)and draft BOP. At the completion of Phase 1 the community will be requested to review and approve the CDR and draft BOP documents. During Phase 2 the design and permitting tasks for the new tank farm will be completed.Other Phase 2 tasks will include preparing an environmental assessment,gathering site control documents,and finalizing the BOP for signing. Each community will be asked to provide "in kind”contributions to the project such as land for the new tank farm and free use of local heavy equipment.If local equipment is utilized,the project grant funds will pay for fuel,maintenance, and any repairs during construction. Projects may include local hire and construction trade training programs,subject to funding. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 1 October 2011 e If construction funding is awarded then the project will advance to Phase 3,the final BOP will be sent to the community for signature,and a Construction Manager or Contractor will be selected to construct the project. e Ineligible Project Components:Funding is not available through AEA for buildings,propane facilities,fuel tank trucks or trailers,underground storage tanks,fuel to fill the tank farm,environmental remediation,operation & maintenance costs,or residential tank upgrades.Loans for fuel tank trucks and trailers may be available through the U.S.Department of Agriculture (USDA). e Training is Available:AEA has several training programs available for facility operators and managers;see Appendix D for further information. 2.0 COMMUNITY OVERVIEW Perryville is located on the south coast of the Alaska Peninsula,approximately 275 air miles southwest of Kodiak.Local community organizations include the Native Village of Perryville (NVP)which also operates the local electric utility.Regional organizations include the Lake &Peninsula School District (LPSD)and the Oceanside Native Corporation (regional Native Corporation). The current population of Perryville is approximately 113 (2010 Census Population). The majority of residents within the Village are Aleut Alaska Natives. Based on the 2010 Census,there are 50 total housing units in the community,including 12 vacant structures. 3.0 SITE VISITS AND COMMUNITY INVOLVEMENT Representatives from AEA and CRW conducted a site visit to Perryville on October 13", 2010.During the site visit,AEA Project Manager Bryan Carey and CRW Engineer Karl Hulse met with NVP members and local fuel system maintenance staff,and toured the community's existing fuel storage and handling facilities. A second site visit on August 9",2011 by Andy Horazdovsky (CRW)and David Lockard (AEA)served to present the draft CDR to the community and gather additional information. 3.1 PARTIES INTERESTED IN PARTICIPATION Based upon information gathered during the site visit and subsequent telephone conversations with community leaders,NVP will be the sole project participant.The LPSD will not be a participant in the project due to funding constraints. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 2 October 2011 3.2 CONTACTS Project information was provided by the entities and contacts listed in Table 1. Table 1 -Contact Information Entity Contact Title Address Phone Number Native Village of Gerald sepenyvile ofPerryvilleKosbrukPresidentPOBox89 907-853-2203 (Electric Utility)Perryville,AK 99648 Lake and Peninsula LPSD School!District Ty Mase Superintendent P.O.Box 498 907-246-4280 (LPSD)King Salmon,AK 99613 Oceanside Native Corp Patrick Kosbruck President P.O.Box 84 907-853-2300 Perryville,AK 99648 Oceanside Native Corporation 4.0 EXISTING FACILITIES 4.1 EXISTING TANK FARMS There are two existing tank farms in the community;tank ownership is divided between NVP,local residents,and the LPSD.A summary of the existing tank farm facilities, including tank sizes,configuration,and products stored is provided in Table 2. The condition of existing tanks in the community varies considerably.Notable code deficiencies include inadequate secondary containment,improper venting,unstable foundations,lack of signage and security fence,etc.The majority of existing tanks exhibit minor to moderate corrosion. 4.1.1 Tank Farm #1 Details Tank Farm #1 is located approximately 1 mile southwest of town (Photos 1-3).The facility consists of two vertical,single-wall ASTs and sixteen horizontal,single-wall ASTs within a lined earthen containment area.The facility is owned and operated by NVP. Nine of the horizontal tanks are not currently used. NVP utilizes six tanks at Tank Farm #1,four for diesel and two for gasoline.The four diesel tanks used (2 horizontal &2 vertical)have capacities of 10,000,20,000,4,200, and 2,700 gallons respectively.The two horizontal gasoline tanks are 3,000 gallons each.All tanks at this facility are either resting directly on the ground,or on untreated timber;all within the lined earthen dikes. The remaining twelve horizontal tanks at tank farm #1 are independently owned and operated by local community members.However,due to increases in fuel prices and Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 3 October 2011 deteriorating tank condition,9 of these tanks are currently unused,with the remaining 3 receiving intermittent use when tank owners have sufficient capital to purchase fuel in bulk quantities. Bulk fuel deliveries are provided via landing a lighterage barge on the sand beach adjacent to the tank farm.The tanks are filled through two steel marine headers located within the tank farm,and 300-ft of hose provided by the barge company that is temporarily laid out from the shore to the tank farm.The marine headers include a gate valve,check valve,and camlock fitting.The fill pipeline is constructed of flanged and welded steel pipe sections of various lengths (Photo 3).As a result of age,corrosion, and code compliance issues,Tank Farm #1 tanks and related components are not suitable for reuse. 4.1.2 Tank Farm #2 Details Tank farm #2 is located approximately 40 ft west of the school near the center of town and is owned and operated by LPSD (Photo 4).This facility includes three 7,500-gallon single-wall horizontal tanks and one 500-gallon double-wall horizontal tank.The three single wall tanks are utilized for diesel bulk storage.And the double wall tank is used for fleet dispensing diesel fuel. The tanks are filled via a buried steel marine header located near the beach south of the tank farm.Hose provided by the barge company is temporarily laid out across the beach.The marine header includes a gate valve,check valve,and camlock fitting.The buried fill pipeline is constructed of welded steel pipe. 4.2 EXISTING TANK FARM OWNERSHIP AND CAPACITY The combined nominal gross capacity of existing bulk tanks in Perryville is approximately 65,900-gallons.Privately owned tankage is not included in the volume. Table 2 lists the current users,configurations and nominal capacities for each tank. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 4 October 2011 Table 2 -Existing Tanks Gasoline (Gallons Diesel Fuel Current User Diameter |Height/Length Style Gross)(Gallons Gross) Tank Farm #1: Native Village of Perryville NVP 9'17.5 Horizontal 10,000 NVP 9 34.8 Horizontal 20,000 NVP --Vertical 4,200 NVP --Vertical 2,700 NVP oy 13'Horizontal 3,000 NVP 6 13'Horizontal 3,000 Tank Farm #1 Total:6,000 36,900 Tank Farm #2: Lake &Peninsula School District (LPSD) LPSD --Horizontal 7,500 LPSD --Horizontal 7,500 LPSD --Horizontal 7,500 LPSD --Horizontal 500 Tank Farm #2 Total:0 23,000 Note -Unused and resident-owned tankage make up an additional 12 tanks at tank farm #1 totaling 48,000 gallons in combined capacity. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 5 October 2011 4.3 BULK FUEL HANDLING AND RETAIL DISPENSING PRACTICES NVP typically purchases diesel fuel and gasoline in bulk quantities twice per year in May &October.Depending on weather,barge availability,and scheduling,a Crowley fuel barge moors in Chignik during the summer and is used to store bulk fuel for distribution to multiple communities.From Chignik a lighterage barge transports bulk fuel approximately 75 miles along the Alaska Peninsula to Perryville.Recent lighterage carriers used by the Corporation include Delta Western,Inc.,Alaska Coastal Freight M/V Helinka B and Crowley Marine Services. Local residents depend upon NVPs retail sales operation for the purchase of gasoline and diese!fuel.NVP currently has a make shift retail facility for gasoline dispensing located in town adjacent to the power plant.The facility consists of a 500-gallon single wall gasoline tank plumbed to a single product dispenser housed within an adjacent plywood shed (Photos 5 &6).Consumers pay for gasoline at the NVP office,and then walk to the dispenser with an NVP employee who dispenses the fuel.Gasoline sold at this facility is trucked from Tank Farm #1 using an improvised fuel truck (300-gallon steel tank strapped to a flatbed truck)owned by NVP (Photo 7).Fuel is transferred from the truck into the dispensing tank via a portable,gas-driven pump and rubber hose. 4.4 LOCAL FUEL TRANSFER CAPABILITIES NVP owns and operates the only two fuel trucks in town which have capacities of 450 & 1000 gallons of diesel fuel.The two trucks make deliveries from tank farm #1 to end users such as local residents,community buildings,etc.for a nominal fee. Fuel distribution piping in the community is limited to the tank farm and dispensing facilities discussed previously,and school-related fuel delivery systems operated by the LPSD. 4.5 REGULATORY PLANS ON FILE LPSD tanks located at Tank Farm #2,as well as the marine header and fill pipeline used to fill those tanks,are reportedly included in LPSD's Spill,Prevention,Control and Countermeasure (SPCC)plan and Coast Guard Operations Manual.NVP is unaware of any regulatory plans for their existing tank farm. 4.6 EXISTING CONTAMINATION AND CITATIONS A search of the ADEC contaminated sites database revealed a 1994 case entitled "Perryville School Heating Fuel Spill'.The database reports the status of the spill as 'Cleanup Complete”.No known fuel spill related citations have been issued to any entity operating in Perryville. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 6 October 2011 4.7 EQUIPMENT SUITABLE FOR REUSE Existing ASTs at Tank Farm #1 are 10 to 28 years old,exhibit moderate corrosion,and do not meet current code requirements.As a result,they are not suitable for reuse.The existing single-wall,and double-wall horizontal ASTs at Tank Farm #2 are reportedly in good condition,and are expected to service the school for the remainder of their useable life.The condition of these tanks is the responsibility of LPSD,and beyond the scope of this project. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 7 October 2011 5.0 FUEL STORAGE RECOMMENDATIONS 5.1 STORAGE CAPACITY CONSIDERATIONS The following sections include a summary of historical fuel usage in the community,and identify factors such as planned infrastructure improvements,alternative energy sources,and shifts in economic outlook that could affect future fuel consumption and storage needs.As the schoo!district will continue to use their own tankage, consumption and storage needs of the school are not included in this report. 5.1.1 Historical Fuel Use Average annual fuel consumption in Perryville was calculated based upon information provided by NVP and regional bulk fuel suppliers that serve the fuel delivery needs of the area.The estimated current annual consumption is presented in Table 3. Table 3 -Estimated Current Annual Fuel Consumption Fuel NVP (Heating & Product Retail Sales)Totals Gasoline 12,000 12,000 Diesel Fuel 64,000 64,000 Note -Retail sales include all gasoline sold to the school for transportation purposes,heating fuel for the WTP,heating fuel for other community buildings and residences,and fuel for personal vehicle and heavy equipment operations.ULSD consumption is included in the Diesel Fuel total. 5.1.2 Planned Infrastructure Improvements Future infrastructure improvement projects can affect community fuel consumption and should be considered in the design of a new bulk fuel facility. The Bristol Bay housing authority is currently completing construction of 6 new housing units in Perryville.Each unit is expected to consume 500 gallons of heating fuel annually. ANTHC recently completed a preliminary survey of the communities existing water infrastructure,the report recommends that a new water treatment plant be constructed to meet the community's future needs.It is likely that a new WTP will be constructed within the next 5 -10 years,and the plants potential fuel and electrical demands should be included in Perryville's projected future bulk storage needs.An estimated 4,000 Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 8 October 2011 gallons of diesel will be needed to meet the increased heating and power needs of the future water treatment plant. A barge landing is planned for construction near existing Tank Farm #1 to facilitate delivery of goods into the community.Increases in fuel consumption due to the new landing site are expected to be minimal at 500 gallons of diesel and 200 gallons of gasoline yearly. 5.1.3 Projected Community Growth Historical census data shows that the population of Perryville has risen slowly over the past 50 years at approximately 0.4%annually (from 93 in 1960 to 113 in 2010).Over the past 10 years,the growth rate has averaged about the same at 0.5%annually. For the purposes of this CDR,a conservative average population growth of 1%was assumed,resulting in a design population of 126 in 2021.The resulting increase in heating oil demand,assuming 4 additional households are constructed to accommodate the added population,is approximately 3,000-gallons per year.Further,assuming a linear relationship between gasoline consumption and population growth,the community will require approximately 1,500-gallons of additional gasoline for motorized transportation in the design year. 5.1.4 Estimated Fuel Consumption at Design Due to the effects of community growth,Perryville's annual fuel consumption is expected to be on the order of 88,200-gallons by the year 2021.Table 4 estimates the annual fuel consumption for the design year. Table 4 -Estimated Future Retail Fuel Consumption Diesel Fuel Gasoline Current Annual Consumption 64,000 12,000 Estimated Increase 10,500 1,700 Sub-Total 74,500 13,700 Estimated Fuel Consumption in Design Year (2021):88,200 gallons Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 9 October 2011 5.1.5 Proposed Bulk Fuel Delivery Bulk fuel deliveries are typically available via lighterage barge between late May and October.The proposed project will include the construction of a new triple product marine header and fill lines to facilitate transfer of diesel,gasoline and ULSD from the fuel barge to the proposed tank farm. §.1.6 Method and Frequency of Local Fuel Delivery The methodology for fuel delivery to public and private facilities will change little as a result of this project.The proposed tank farm will store #1 diesel,ULSD,and gasoline for NVP retail sales as well as for power generation.A single product protected gasoline dispensing tank located near the power plant will supply fuel to a proposed new retail dispenser.Local residents will continue to purchase fuel from NVP and haul it to their homes and businesses via drums in trucks or ATV trailers.A truck fill secondary containment area will be included as part of the proposed tank farm to accommodate bulk fuel transfers to NVPs fuel trucks. §.1.7 Contingency Storage Needs Perryville's location on the Alaska Peninsula allows for nearly year round barge access, however,due to the economy of delivering fuel in bulk quantities,the large fuel barges come into the region twice per year,every May &October. In the fall of 2005,heavy seas and weather delayed the fuel delivery several weeks. The fuel provider had higher priority contracts with fishing vessels in Bristol Bay and the Bearing Sea and,after several failed attempts,Perryville was left to find an alternate method of importing fuel.Reportedly,fuel was flown in for a period of 4 months before an alternate supplier could be arranged. To account for barge delays and provide an emergency fuel reserve,it is recommended that the Village be provided with sufficient bulk fuel storage for 12-months of operation in the design year (maximum anticipated time between barge deliveries). §.1.8 Alternative Energy Sources Diesel generators are typically considered the simplest and most reliable method of power production in rural communities.However,rising fuel costs and mounting regulatory concern over fuel spills and power plant emissions warrant a close evaluation of potential alternative energy sources.With proper planning,design and management, today's alternative energy technologies may be able to reduce the region's dependence Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 10 October 2011 upon fossil fuels in the future.Following are brief discussions of some fuel-saving technologies and the potential for their implementation in Perryville. §.1.9 Heat Recovery Heat recovery technology,sometimes referred to as co-generation,provides a means of reclaiming energy lost to heat during the burning of fossil fuels.Co-generation systems in rural Alaska typically consist of a heat exchanger connected to the liquid cooling system of diesel generators at the community's power plant.The heat exchanger uses energy from the engine cooling system to supplement heat-reliant processes in adjacent buildings,such as pre-heating hydronic system return water to reduce boiler burn times, pre-heating raw well water to make treatment easier,etc. Perryville currently uses recovered heat from power generation to supplement diesel fired boilers at the school. 5.1.10 Wind and Hydroelectric Power Generation According to the Perryville Alaska Wind Resource Update Report prepared by V3 Energy,LLC,Perryville is designated as a Class 2 wind zone on a scale of 1 to 7.This designation indicates that the potential for beneficial use of wind as an energy resource in the region is marginal. In the spring of 2009 Perryville installed ten 2.5 kW wind turbines that they purchased from Susitna Energy Systems (Photo 8).These turbines are tied into the community's power grid and reportedly reduce the amount of diesel fuel burned at the power plant. Due to the fluctuations in wind,and the uncertainty with regard to future turbine performance,the wind turbine output was not taken into account for tank farm sizing purposes. Small scale hydroelectric plants require adequate stream flow and head (elevation difference)to operate successfully,and are typically prohibited on fish bearing streams. Based on local input,there is a stream in the area that could be considered as a hydro resource.However,no specific information is available (stream flow,etc)and no studies are currently planned.As such,the potential for developing a hydro facility in the next ten years is remote. 5.1.11.Geothermal There are volcanic vents 20 miles NW of Perryville,and fumaroles at Kupreanoff 40 miles west.However,at this time there are no plans to pursue geothermal development for Perryville due to its small size and the prohibitive cost of transmission lines. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 11 October 2011 5.1.12 Solar Photovoltaic Power The typical solar energy system consists of multiple arrays of photovoltaic panels situated on top of buildings,towers or other relatively high structures.The fact that sunlight intensity varies from minute to minute due to changes in cloud cover,smoke from fires,blowing dust etc.,requires that most solar-based systems have substantial battery storage.Due to the dramatic solar radiation fluctuations in northern latitudes and the practical limitations of storing and disposing of battery banks,solar systems are rarely capable of providing more than a minor amount of the total power necessary for a community.However,residential scale solar installations may be capable of meeting essential household electrical demands during the summer months. Perryville is currently pursuing a solar water heating system for the recently constructed multi-use building.Potential heating fuel offset is expected to be minimal during the winter months. 5.1.13 Alternate Combustible Fuels There are no known local sources of coal,natural gas,biomass or other alternative combustible fuels.The cost of importing such fuels is currently prohibitive. 5.1.14 Generator Efficiency Improvements Perryville's existing power generation infrastructure is aging,and in need of phase balancing and other repairs.The existing power plant building is in very poor condition and is not suitable to receive new gensets or controls.Subject to the availability of funding,Perryville would be a good candidate for an AEA-RPSU project. 5.1.15 Fuel Type Usage NVP stores #1 diesel for year round sales.Although #2 diesel provides more BTUs per gallon,the additional efforts associated with heating and pumping #2 fuel during the winter months is not considered acceptable.Further,residential structures are limited to #1 diesel,as the oil-fired heating stoves common in the area are not designed to burn #2 diesel. As a result of EPA regulations,NVP has seen an increased need for ULSD,and is currently supplying it to ADOT for runway maintenance and for local heavy equipment use.ULSD demand is expected to increase over the life of the tank farm.When the existing gensets are replaced,they may be required to run ULSD,which accounts for a large percentage of diesel use in Perryville.Provisions to convert diesel bulk storage to ULSD storage will be accommodated in the design. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 12 October 2011 5.2 RECOMMENDED STORAGE CAPACITY The existing and proposed fuel storage capacities for facilities within the scope of this CDR are listed in Table 5.The recommended tank farm storage capacity is based upon NVPs estimated fuel consumption at design (Section 5.1.4)and a minimum of 12- months storage.Additional details on the proposed facilities are provided in Section 6.2. Conceptual Design Drawings are provided in Appendix C. Table 5 -Recommended Tank Farm Storage Capacity NVP Fuel Product Existing'|Proposed' Gasoline 6,000 16,500 Diesel Fuel?36,900 87,000 Storage 42,900 103,500 Storage?38,610 93,150 Key: 1.Includes: (3)28,000-gallon horizontal diesel tanks (#1) (1)13,500-gallon horizontal gasoline tank (2)3,000-gallon horizontal diesel tanks (ULSD) (1)3,000-gallon gasoline horizontal protected dispensing tank 2.Diesel Fuel volumes includes both #1 diesel and ULSD.As ULSD demand increases,1 or more bulk storage tanks can be converted as needed. 3.Net storage assumed to be 90%of gross. 6.0 FACILITY SITING AND DESIGN RECOMMENDATIONS 6.1 DESIGN CONSIDERATIONS 6.1.1 Climate Perryville's maritime climate is characterized by cool summers,warm winters,and rainy weather.Summer temperatures range from 39 to 60 °F;winter temperatures range from 21 to 50 °F.Low clouds,rain squalls,fog,and snow showers frequently limit visibility. Average annual precipitation is 127 inches,including 58 inches of snow. _Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 13 October 2011 6.1.2 Natural Hazards Perryville is located near the northern edge of the Pacific Plate along the subduction zone commonly known as the ring of fire.Earthquakes are frequent,and threat of tsunami is real.Design of the tank farm should follow engineering guidelines set forth in current applicable codes. The ACOE reports no known flooding within the community,but the potential for a storm surge event should be considered during design.Table 6 presents some elevations around town for comparison. Table 6 -Community Elevations Site Elevation ADOT Runway 32-34 Existing Grade;Proposed Site 26 Top of Proposed Tank Farm 30EarthenDike Power House @ Grade 20 School @ Grade 22-24 Top of Existing Earthen Berm 30-32StormBarrierinTown Note --The elevation samplings are based on 2ft contours that were developed from orthometric data collected in 2002 by DCED and proposed elevations from the attached concept drawings. 6.1.3 Geotechnical Conditions A geotechnical investigation of the proposed site was not completed for this CDR.Prior to final design,it is recommended that a qualified engineer observes the excavation of several test holes at the proposed tank farm location.Samples should be taken for gradation tests.Based on local knowledge,the subsurface soils at the site are largely volcanic black sands and mineral silts consistent with those encountered on the beaches in the area. 6.1.4 Borrow Sources,Ownership,Material Costs Limited quantities of sand and gravel are available from an existing borrow source owned by the Oceanside Native Corporation and located a half mile west of the proposed tank farm site.The gravel must be manufactured by ripping and crushing rock from an exposed face.Royalty and processing fees will apply and should be verified by the CM firm prior to construction. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 14 October 2011 In addition to the local borrow pit,the following fill types are available in Chignik (Approximately 75 miles from Perryville): 3 inch minus $15/yd D-1 $35/yd Harbor Dredging's $3.50/yd These prices were quoted 8/15/11 from Richard Sharpe in Chignik,and do not include transportation costs. 6.1.5 Local Labor Skills A request was sent to NVP for information regarding the availability of local labor to assist with construction of the proposed project.Reportedly there are (14)laborers,(6) truck drivers,(7)operators,and (2)mechanics that could be available to work on the project.No certified welders or electricians were noted. 6.1.6 Local Equipment Local community entities own several pieces of heavy equipment which may be available for the project.The type and condition of each piece is listed in Table 7. Table 7 -Locally Available Heavy Equipment Equipment General Rates As of May Type Owner Make Model Year Attachments Condition 2010 $100/hrEndDumpNVPFordF-750 --Ok $150/hr wioperator Dozer NVP Cat D5 --Ok $190/hr w/operator $100/hrBobcatNVPBobcat864-Yes Ok $150/hr wioperator Grader NVP John Deer 570A --Ok $150/hr Pickup NVP Ford F150 $150/day ATV NVP Honda Rancher $75/day Van NVP GMC Savanna Poor $180/day Army Duce Broken Fuel Truck NVP Pump $500/day (1200 gal)PTO va)Truck (450 NVP Ford F-350 Ok $500/day Perryville Bulk Fuel Upgrades Conceptual Design Report CRW Engineering Group,LLC. October 2011 6.1.7 Access/Logistical Challenges Perryville has a State-owned 3,300-foot long by 75-foot wide gravel runway.Barge freight service is provided by Crowley Marine.The community currently has no docking or mooring facilities,but a barge landing is planned.Due to the gently sloping sandy beach,barge landing on the beach is a common practice. 6.1.8 Site Control The proposed tank farm site is situated adjacent to the existing tank farm and owned by the State of Alaska,DCED.A 30 year lease of the site to the IRA Council went into effect December 7,2010. The proposed gasoline dispensing tank is sited on land owned by the IRA Council as well.As currently envisioned NVP will lease the tank farm and dispensing sites from the IRA Council for a nominal fee.A site control opinion prepared by Rick Elliot Land Consultant is included in Appendix A. 6.1.9 Electrical Tie-in The proposed tank farm site is not currently serviced by the electric utility and the closest existing buried power is over half a mile to the northeast.Extending the buried power grid to service the tank farm is considered cost prohibitive. An onsite diesel or gasoline generator with a pre-engineered enclosure will be provided. The onsite genset would run only during facility operation to power pumps,lights,and other electronic equipment. 6.2 PROPOSED IMPROVEMENTS 6.2.1 Scope of Work The proposed project scope of work includes the following upgrades: e A new bulk fuel tank farm with five horizontal single wall,skid mounted ASTs within a new earthen dike containment area constructed of imported fill : o (3)28,000-gallon #1 diesel o (1)3,000-gallon ULSD o (1)13,500-gallon gasoline e A 3,000 gallon protected gasoline tank with retail dispenser adjacent to the power plant e Anew,three product barge header located within the diked area with three 3- inch diameter,schedule 80 steel above grade pipelines to fill the facility. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 16 October 2011 e Anew truck fill secondary containment area at the tank farm. e New electrical controls as required. e EPA-required spill contingency equipment and related regulatory documents. 6.2.2 Non-Scope Items Non-scope items include system components that may be relevant to the project,but do not fall within the bounds of funding criteria.)These components might have been discussed during the CDR phase of the project,and AEA might assist in identifying and pursuing alternative funding sources for them,but they will not be funded under this project.Typical non-scope items that are relevant to the Perryville project include: e Anew fuel delivery vehicle e Site remediation e Disposal of closed tanks e See Section 1.0 Program Overview for additional information on non-scope project components. 7.0 PROPOSED OPERATING SCENARIO AND SPILL RESPONSE NVP,the Project Grantee,will act as the Primary Operator (PO)of the facility.NVP will own all project-related equipment,and will oversee operation and maintenance (O&M) of the facility,as well as training,testing,and other responsibilities as outlined in the Business Operating Plan (BOP).NVP will maintain and contribute to O&M and renewal and replacement (R&R)accounts in accordance with the BOP. As currently envisioned,the tanks in the proposed tank farm will be filled once annually, typically in May,via the proposed three product marine header and fill lines.The fuel barge's on-board pumps will be used to transfer the fuel to the bulk tanks. Proposed new facilities will be subject to applicable EPA and USCG regulations.Since the project includes marine headers and fill lines,an Operations Manual and a Letter of Intent will need to be prepared and submitted to the USCG.An Oil Spill Facility Response Plan will need to be prepared and submitted to both the USCG and the EPA. The facility will also require preparation of a SPCC plan.Spill response gear,including sorbent pads,protective safety gear,a fuel transfer pump,etc.will need to be purchased and stored on site.Due to the project's close proximity to the coastline,a 5,000-gallon spill contingency storage tank,or a similar volume of collapsible, commercial-type contingency basins,will also be required on site. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 17 October 2011 8.0 PERMITTING Required state and federal permits should be identified early in the design phase by distributing scoping letters to interested agencies.The following permit requirements are anticipated for this project: e Preparation of an Environmental Assessment (EA)in accordance with AEA procedures and requirements of the National Environmental Policy Act (NEPA) (see Section 8.1) e Review by the State Historic Preservation Officer e State Fire Marshal Plan Approval e Preparation of Regulatory plans (SCEE,OPS,etc.) 8.1 ENVIRONMENTAL ISSUES In accordance with the NEPA an Environmental Assessment must be completed prior to construction of the project.The EA format should be based on the guidance documents provided in the AEA Reference Manual.The EA process should include the development and distribution of a project-scoping letter to all interested agencies. Responses from the agencies should be attached to the EA checklist as justification for a Finding of No Significant Impact (FONSI)for the project.AEA will act as the lead agency for FONSI determination. 8.2 SITE CONTAMINATION Due to the age of the existing bulk tank facilities and the lack of any positive overfill prevention devices,some contamination may exist in the vicinity of the existing tank farms and barge headers.The extent of any contamination is unknown. The proposed tank farm will be constructed above grade,adjacent to the existing tank farm in an area with no known contamination. 9.0 CONSTRUCTION PLAN 9.1 ADMINISTRATION The AEA has a history of administering Bulk Fuel Upgrade Projects on a "modified" force-account basis.Force-account construction involves the owner or grantee acting as the employer and utilizing primarily local labor.This method tends to achieve a Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 18 October 2011 higher percentage of local hire and is strongly supported by many communities and funding agencies. The technical nature of a tank farm project requires a limited number of workers with specific experience and expertise to be brought in for the project when not available locally.An experienced Construction Manager will be required to recruit the necessary skilled labor,coordinate the construction team,and oversee procurement and project logistics.All work should be supervised and managed by a superintendent with extensive experience in the construction of rural fuel facilities.The Design Engineer should provide quality control through communication with the construction manager, submittal review and periodic on-site inspections. 9.2 CODES AND REGULATIONS The proposed bulk fuel upgrades should be designed and constructed in accordance with the requirements of the following codes: e Current International Fire Code (IFC),including State of Alaska Amendments e Current National Electrical Code (NEC) e 40 Code of Federal Regulations (CFR),Part 112.1-12,EPA Spill Prevention Requirements. The design should also incorporate appropriate industry standards such as those recognized by the National Fire Protection Association (NFPA)and American Petroleum Institute (API),as well as proven methods and materials that have been used successfully on other rural bulk fuel facilities in similar locations and climates. 9.3 CLOSURE OF EXISTING TANKS Existing tanks will be taken out of service in compliance with state and federal regulations if the owner is willing to sign the AEA release document.Existing tanks are typically closed after completion of the new facility,allowing fuel from the old tanks to be transferred to the new facility. 9.4 USE OF LOCAL LABOR The modified force account construction approach previously described in Section 9.1 will provide employment opportunities to the local labor force.The AEA Construction Manager will import skilled craftsmen,with appropriate certifications,to perform specialty work only (such as pipe welding and electrical panel installation).Other positions including laborers,equipment operators,etc.will be filled by locals whenever possible. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 19 October 2011 9.5 USE OF LOCAL EQUIPMENT NVP has indicated that its equipment is available for use for the project (Table 7).If the Construction Manager plans to use this equipment,a qualified mechanic should travel to Perryville and go through the equipment to ensure that it is in proper operating condition prior to construction.Any supplemental equipment should be leased from a reputable rental agency and mobilized to the site by barge. 9.6 CONSTRUCTION SCHEDULE A preliminary construction schedule is provided as Table 8.Subject to funding,the schedule calls for design and permitting to occur during the fall &winter of 2011. Construction is tentatively scheduled to begin in the spring of 2012. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 20 October 2011 Table 8 -Project Schedule Perryville Bulk Fuel Upgrades ID iTask Name Duration Start Finish 1 |Phase |Tasks 20 wks Mon 6A3M1-Fitoaen|o-,Jala |Aug 'tt sep 111 ort |_Now'tt_|_Deo'tt_|Jan 12_|_Fep'12_{Mar 't2_{_Apr't2 |May't2 [Jun 12 |ul'i2_[Aug i2 [Sep "42 |oct 12 2 Conceptual Design Report 18 wks Mon 6/13/14 -Fri 10/14/11 - 3 AEA Review of Draft CDR 4 wks Mon 6/13/11 Fri 7/8/11 hi:.-_-_ 4 Submit Final CDR Odays Fri 8/5/11 Fri 8/5/11 @ 38/5 5 Site Visit to Present CDR iday Tue 8/9/11 Tue 8/9/11 t---_6 Modify CDR with community requests 4wks Mon 9/19/14 Fri 10/14/41 7 Site Control 6.8 wks Tue 9/6/11 Fri 10/21/11 = 8 Consult with Rick Elliot 10 days Tue 9/6/11 Mon 9/19/11 Ga 9 Signed Community Resolution 5 days Vion 10/17/11 Fri 10/21/11 10 Business Plan 2 wks fon 10/17/11 Fri 10/28/11 11 AEA/Participant Review of Draft O days Von 10/17/11 Mon 10/17/11 12 Finalize Business Plan 2 wks Vion 10/17/11 Fri 10/28/11 13 Signing of Business Plan Odays Fri 10/28/11 Fri 10/28/11 14 iPhase Il Tasks 16 wks dlon 10/24/11 Fri 2/10/12 15 65%Design 4 wks Vion 10/24/11 Fri 11/18/14 16 AEA/Participant Review 2 wks Vion 11/21/11 Fri 12/2/11 17 95%Design (FM Review Set)4wks Mon 12/5/11 Fri 12/30/11 18 AEA/Participant Review 2wks Mon 1/2/12 Fri 1/13/12 19 Final Design 2 wks Mon 1/16/12 Fri 1/27/12 20 Permitting 12 wks Hon 11/21/11 Fri 2/10/12 21 Environmental Assessment Preparation &Review 60 days Mon Fri 2/10/12 11/21/11 22 Fire Marshall Review 24 days Mon 1/2/12 Thu 2/2/12 23 |Phase til Tasks 47.6 wks Ned 11/30/11 Fri 10/26/12 24 Tank Procurement (CRW or CM Firm)19 wks Ned 11/30/11 Tue 4/10/12 25 Prepare Tank Procurement Bid Documents 2 wks Ned 11/30/11 Tue 12/13/11 26 Solicit Bids 3 wks Ved 12/14/11 Tue 1/3/12 27 Protest Period and Contract Award 1wk Wed 1/4/12 Tue 1/10/12 28 Tank Fabrication 10 wks Wed 1/11/12 Tue 3/20/12 29 Tank Shipping (FOB Perryville)15 days Wed 3/21/12 Tue 4/10/12 30 General Procurement (CM Firm)8wks Thu 3/29/12 Wed 5/23/12 31 General Procurement 8wks Thu 3/29/12 Wed 5/23/12 32 Civil Site Work 7.4wks Tue 5/15/12 Wed 7/4/12 33 Mobilization (general)2wks Tue 5/15/12 Mon 5/28/12 34 Tank Farm Pad Construction 14 days Fri6/1/12 Wed 6/20/12 35 Dike Construction 10 days Thu 6/21/12 Wed 7/4/12 36 Tank Related Construction 16.4wks Thu 7/5/12 Fri 10/26/12 37 Set Tanks at Tank Farm 13days Thu 7/5/12 Mon 7/23/12 38 Tank Farm Piping and Mechanical 21 days Tue 7/24/12 Tue 8/21/12 39 Truck Header,Dispensers,&Secondary 21 days Tue 7/24/12 Tue 8/21/12 Containment 40 Install Distribution Pipeline 14days Tue 8/7/12 Fri 8/24/12 41 Install Fencing at all Facilities 11 days Wed 8/22/12 Wed 9/5/12 42 Electrical Work 30 days Mon 8/20/12 Fri 9/28/12 43 Lighting and Controls 20 days Mon 9/3/12 Fri 9/28/12) 44 Final inspection,testing and Punch List 10 days Mon 10/1/12 -Fri 10/12/12 45 Project Closeout 10 days Vion 10/15/12 Fri 10/26/12 Page 21 9.7 CONCEPTUAL CONSTRUCTION COST ESTIMATE A conceptual cost estimate for the construction of proposed upgrades is included in Appendix B.The estimate includes labor,materials and shipping costs for all project components,and identifies unit costs for analysis of the project in regards to the Denali Commission's (DC)cost containment policies.Non-Scope items are not considered. The cost estimate was developed based on the conceptual design drawings included in Appendix C,and the assumption that the project will be constructed using force account contracting methods.Labor rates are based on Title 36 equivalent wages for general and certified specialty labor.The total project cost,including all design,supervision, construction,inspection,permitting,insurance,and a 10 percent contingency,is estimated as $2,067,000 or $19.97 per gallon based upon a gross storage capacity of 103,500-gallons. Design Capacity Policy The planned storage capacity complies with the Denali Commissions Policy on Energy Project Design Capacity (no more than 13 months storage),and slightly exceeds the capacity increase benchmark stated in the Commission's Cost Containment Policy when considering the total tankage currently in Perryville.The proposed shell capacity will provide the community with approximately 12 months of storage in the design year. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 22 October 2011 PROJECT LOCATION ae PROJECT "SAE LOCATION a Ne wt| ENGINEERING GROUP LLC FILENAME:J:\Jobsdato\30403.15PerryvilleBFU\OOCADD\O2Figures\O2CDOR\Design.dwaProject: State of Alaska _Department of CommunityondEconomicDevelopment AIDEA/AEARuralEnergyGroup 813 West Northern Lights Blvd.'Anchorage,Alasko 99503 "s.2k -"AN (EOLASES BULK FUEL UPGRADES VICINITY MAP PERRYVILLE Project No:30403.15 Drawn By.AMH Scale:NTS Dates OCT 2011 Figure:F1 Fie:u:\dobsdata\30403.15PerryvilleBFU\OGCADD\02Figures\02CDR\Design.dwgEXISTING TANK FARM #1 eaeraeempee epee 4PROPOSED TANK FARM aenepengnammemneannaane eee TREgoa (!)VICINITY MAPSCALE:GRAPHIC SCALE IN FEET SCHOOL TANK}FARM StateofAloskaDepartmentofCommunityondEconomicDevelopmentAIDEA/AEARuralEnergyGroup813WestNorthemLightsBlvd.'Anchorage,Alaska99503*s/=ALASKAGmCNERGYALTIOHITYx*#inyBe.esaa<48gg8s225egeneWy8553gz uw a < a &<"2 3"4 x3a<>Ww .nmuo|>25 F<=3ffuw= ea SsHe8 a a ui a ra) =<=a >fie} Zz ° e a fey z =|=x xNSosx]&'|<4]=<xNIx 2]3 3we&&&Ss 8 ©&o060 GA QA «£ Sheet No. SHEET. Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report October 2011 4,»ar a * a ,%MA kag aaysKARt¢s >>Lyi ¥ OD,ThCorea?aan ma SHAS Pe sag eeeaedeeSeccosz Photo 2 -Gasoline transfer equipment at tank farm #1 Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report October 2011 eea|Photo 4 -Tank Farm #2 (School Tank Farm) Perryville Bulk Fuel Upgrades Conceptual Design Report Photo 5 -NVP Gasoline Dispensing Building Photo 6 -NVP Gasoline Dispensing Tank Inside Building CRW Engineering Group,LLC. October 2011 NORTH LANDA aed ifaf Perryville Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report October 2011 Photo 7-NVP improvised fuel truck,power plant,and intermediate tanks "reroeSsegme&Photo 8 -Existing Perryville wind turbines Appendix A Site Control Documents Site Control Opinion Bulk Fuel Project Perryville,Alaska By email dated September 12,Andy Horazdovsky requested that |prepare a site control opinion for the Perryville Bulk Fuel Project.A map depicting proposed locations for a bulk fuel storage site and a retail dispenser site was furnished by Mr.Horazdovsky. Land Status Report The provided map shows the proposed bulk fuel storage site to be within Tract B, ANCSA 14(c)survey,Plat 93-9.This surface estate of this site is owned by the State of Alaska,Department of Commerce,Community and Economic Development,as trustee for any future city in Perryville.The subsurface estate is owned by the Bristol Bay Native Corporation. On December 7,2010,the surface estate of the site was leased to the Perryville IRA Council for "barge landing and storage site.”The lease is for a 30 year term. A copy of the recorded lease is attached.To make sure that the anticipated use of the site was allowed by this lease,|contacted Keith Jost,the Program Manager for the Municipal Lands Trustee Program.Mr.Jost responded that use for bulk fuel storage would be allowed by terms of the lease.(See attached email.) The provided map shows the retail dispenser site is be within Lot 4,Block 5, U.S,Survey 4993.Title to this lot was deeded to the "Native Village of Perryville,c/o Perryville IRA Council'on March 27,1992,by the Federal Townsite Trustee.A copy of the recorded deed is attached.This deed is for the complete estate (surface and subsurface.) Site Control Opinion The Perryville IRA Council has an adequate leasehold interest in the surface estate for Tract B,ANCSA 14(c)Survey,Plat 93-9,for the project The Native Village of Perryville has complete title to Lot 4,Block 5,U.S.Survey 4993. Note on surface and subsurface estates The Alaska Native Claims Settlement Act (ANCSA)does not define the terms "surface estate"or "subsurface estate.”The law does not give any indication as to where the surface estate ends and the subsurface estate begins.Thus,it has been left to the courts to define the rights of the respective estate owners.The courts have indicated that there are "legitimate incidental uses"of the subsurface estate that do not require payment to the subsurface owner.There are still differences of opinion about the extent of rights of the owners of the two estates. Disclaimer:This report does not purport to insure,warrant or certify title.This report is not a legal opinion.The report is the result of a limited research effort as described above and was limited to recording office information that is available online.The report does not provide an opinion as to whether an interest would have to be obtained from the subsurface estate owner for a project of this matter as that is a legal matter. Prepared by file herd Rick Elliott Land Consultant for CRW September 16,2011 Attachments:a/s ” Z2O010-Q00507_6 Recording Dist:305 -Aleutian Islands12/8/2010 12:02 PM Pages:1 of 9 LECTPRODODOL 35-0750 STATE OF ALASKA DEPARTMENT OF COMMERCE,COMMUNITY AND ECONOMIC DEVELOPMENT MUNICIPAL TRUST LAND LEASE This lease is entered into and between the State of Alaska,Department of Commerce,CommunityandEconomicDevelopment,as trustee for any future city in Perryville,the lessor,whose address is550W.7th Avenue,Suite 1770,Anchorage,Alaska 99501,and the Perryville IRA Council,thelessee.The mailing address of the lessee is Perryville IRA,P.O.89,Perryville,AK 99648. The parties agree as follows: 1.Land:The lessor agrees to lease to the lessee the exclusive right to construct,operate,and maintain a barge landing and storage site on the surface estate of the following realproperty(referred to as "the land")which is located in Perryville,Alaska. The surface estate of that certain real property located in Section 34 Township 49South,Range 64 West,Seward Meridian,Alaska,being situated in the vicinity of theNativevillageofPerryvillewithintheAleutianIslandsRecordingDistrict,3"JudicialDistrict,State of Alaska,more particularly described in Appendix A,attached hereto. 2.Waiver of Fair Market Value/Rental.The fair market value requirement for this disposal of municipal trust land is waived pursuant to 3 AAC 190.460(1)because it serves a publicpurpose.; 3.Term.The term of this lease is 30 years startingon_/.%/7 L OO _andendingatmidnighton_//7 P2 OF?,unless sooner terminated as provided in this lease.if 4,Renewal of Lease.If the lessee wants to renew the lease,the lessee must notify the lessor at least 60 days prior to the expiration date of the lease.If it is mutually determined that a newleaseshouldbegranted,the lessee will be given a right of first refusal to lease the land upon the terms fixed by the lessor. 5.Reservation of Rights.The lessor reserves the right to grant to others the rights andprivilegestousethelandnotspecificallyandexclusivelygrantedtothelessee.The rightsandprivilegesgrantedtothelesseeinthisleasearetheonlyrightsandprivilegesgrantedtothelesseebythislease.The lessee has no easements,rights or privileges,expressed orimpliedotherthanthosespecificallygrantedbythislease. 6.Valid Existing Rights.This lease is entered into and made subject to all valid existing rights,including easements,rights-of-way,reservations,or other interests in land,in existence onthedatetheleaseisenteredinto.IrateWateenceAten 10. I. 12. 13. Encumbrance of Land.During the term of this lease,the lessee may not assign this lease orsublettheland,nor enter into any lease,easement,or other obligation of the lessor's titlewithoutthepriorwrittenapprovalofthelessor.Any such act,without prior written approvalofthelessor,is void. Subleases.The lessee shall provide the lessor with copies of all applications for subleases,assignments,proposals for development,and construction as-builts,as they becomeavailable. Successors Bound.All covenants and provisions in this lease extend to and bind the legalrepresentatives,successors,sublessees,and assigns of the parties. Access to Land.The lessor or its authorized representatives reserve the right of ingress and egress. Operation and Maintenance.At no cost to the lessor,the lessee will provide all utilities, services,and maintenance necessary for the lessee's use of the land.The lessee will takereasonablestepstoprotectthesurfaceoftheleasedareaandnaturalresourcesand improvements thereon and maintain the land in a reasonably neat and clean condition. Surface Reservation.Unless otherwise stated in this lease,the lessee may not sell or remove for use elsewhere any of the surface resources of the land. Breach and Remedies. (a)If the lessee uses the land for other than barge landing and storage site purposes,the lease will automatically terminate and all interests in the land will immediately revert to the lessor or its successor pursuant to 3 AAC 190.460(1). (b)Time is of the essence in this lease.If the lessee breaches any provision of this lease,other than a breach for improper use of the land which is governed bysubparagraph(a),and the breach is not remedied within 30 days after written notice of it has been served on the lessee,the lessee is subject to any legal action that the lessor considers appropriate,including the termination of this lease.The lessor is notliableforanyexpendituremadebythelesseeintheeventoftheterminationofthis lease. (c)If this lease is terminated by summary proceeding or in any other manner,orifthelandoranypartofitisabandonedbythelesseeduringthetermofthislease,the lessor,after written notice to the lessee,may immediately,or at any timeafterwards,enter or re-enter and take possession of the land,or any part of it,withoutliabilityforanydamage,and may remove all persons and property from it either bysummaryproceedingorbylegalaction.The words "entry”and "re-entry”are not UAL 20 2010-000597-0 15. 17. 18. 19.ey=o,|(a)When fuel or any other hazardous material is handled on the land,the Lesseeagreestorequireproperlytrainedpersonnelandadequateproceduresforsafelystoring,dispensing,and otherwise handling fuel or hazardous materials in accordancepiththeNationalFireProtectionCodeandallapplicablefederal,state and localjaws. (b)In the event of a fuel spill on the land,the Lessee will cause the responsiblepartytoimmediatelyacttocontainthefuelspill,repair any damage,absorb andcleanupthespillarea,and restore the land to comply with the applicable portions ofTitle14andTitle18oftheAlaskaAdministrativeCode.The Lessee will also notifytheLessorpromptlyabouttheexistenceofanyspillandstatewhatactionshavebeen taken to remedy the situation. No Waiver.The failure of the lessor to insist on any one or more instance upon the strictperformancebytheotherpartyofanyprovisioninthisleasemaynotbeconsideredasawaiverforthefuture;the provision will continue in full force. Surrender of Land.The lessee shall vacate the land within 120 days of the expiration,cancellation,or termination of this lease and return possession to the lessor or the successormunicipality.Title to any improvements or other property not removed from the land willvestinthelessororsuccessormunicipality.The land must be left in a clean,neat andpresentableconditiontothesatisfactionofthelessor. Formation of a City.Residents in Perryville may take action to form a city government during the term of this lease.The parties acknowledge that this lease is subject to thepotentialconveyanceofthelandtoafirstorsecondclasscitythatmayformintheNativevillageofPerryville.If a first or second class city forms during the term of this lease,the city shall succeed to the Lessor's interest upon the conveyance of the land.If the City assumes thepowersassociatedwiththeimprovementsallowedbythisdocument,by enacting a code enabling ordinance this lease shal]terminate and the City shall be responsible for the improved lands.The City and the Lessee may also mutually agree to another allocation of responsibility for the improvements. Waiver of Sovereign Immunity.The lessee,by execution of Appendix B,attached hereto, gives its irrevocable consent to allow it to be sued by the lessor or any successor municipalityupontheleaseoranyclaimsarisingoutofitsactivitiesundertheleaseandwaivesanyimmunityfromsuitforsuchclaims. Indemnity of Lessor.The lessee shall indemnify and hold the lessor harmless from: (a)all claims and demands for loss or damage,including property damage,personal injury,wrongful death,and wage or employment claims,arising out of or inconnectionwiththeuseoroccupancyofthelandbythelesseeorhissuccessor,or at his invitation;and (b)any accident or fire on the land;and (c)any nuisance on the land;and UA 2010-000597-0 20. 21. 22. 23. 24. (d)_-_any failure of the lessee to keep the land in a safe and lawful conditionconsistentwithapplicablelaws,regulations,ordinances,or orders;and (e)any assignment,sublease,or conveyance,attempted or successful,by thelesseewhichiscontrarytotheprovisionsofthislease. The lessee will keep all goods,materials,furniture,fixtures,equipment,machinery,andotherpropertyonthelandathissolerisk,and will hold the lessor harmless from any claim oflossordamagetothembyanycause. Notice of Claim.The parties agree to immediately notify each other of any claim,demand,or lawsuit arising out of or affecting the lessee's occupation or use of the land both partieswillfullycooperateintheinvestigationandlitigationofanyclaim,demand,or lawsuitaffectingtheland. Laws and Taxes.At no expense to the lessor,the lessee will conduct all activities authorizedbythisleaseincompliancewithallfederal,State,and local laws,ordinances,rules and regulations now or hereafter in force,which apply to the activities authorized herein or to the use,Care,Operation,maintenance,and protection of the barge landing and storage facility butnotlimitedtomattersofhealth,safety,sanitation,and pollution.The acquisition of anynecessarylicensesorpermitsandpaymentofanytaxesandspecialassessmentsaccruingagainstthelandduringthisleasetermwillbetheresponsibilityofthelesseeoritssublessees and not that of the lessor or the successor municipality. Notices.All notices and other writings required or permitted by this lease must be sent byregisteredorcertifiedmail,postage prepaid,to the parties at the following addresses.A party must notify the other in writing of any change in address.Lessor:Municipal Land Trust OfficerDepartmentofCommerce,Community and Economic Development550W.7”Avenue,Suite 1770 Anchorage,Alaska 99501 Lessee:Perryville IRA Council P.O.Box 89 Perryville,AK 99648. Denial of Warranty Concerning Title or Conditions.The lessor make no specific warranties,expressed or implied,concerning the title or condition of the land,including survey,access,or suitability for any use,including those uses authorized by this lease.The lessee leases thelandsubjecttoanyandallofthecovenants,terms,and conditions affecting the lessor's title to the land. Discrimination.The lessee agrees that discrimination on the grounds of race,color,religion,national origin,ancestry,age,marital status,or sex will not be permitted on the land againstanypatron,employee,applicant for employment,or other person or group of persons in anymannerprohibitedbyfederalorStatelaw.The lessee recognizes the right of the lessor totakeanyactionnecessarytoenforcethiscovenant,pursuant to any federal or State law. Oeof8 2010-000597-0 25. 26. 27. 28. Integration and Modification.This lease,including all documents which by reference areincorporatedinitormadeapartofit,contains the entire agreement between the parties.Nomodificationsoramendmentstothisleaseareeffectiveunlessinwritingandsignedbybothparties. Severability of Clauses of Lease.If any provision or covenant ofthis lease is declared to beinvalidbyarbitrationoracourtofcompetentjurisdiction,the remaining provisions andcovenantswillcontinueinfullforce. Effective Date.The effective date of this lease will be the date that both parties sign this lease. Headings.The heading of the numbered paragraphs in this lease shall not be considered in construing any provision of this lease. BY SIGNING THIS LEASE,the State of Alaska,as lessor,and the lessee,agree to be bound by the provision as out above. Attachments Appendix A:Legal description ;Appendix B:Resolution authorizing execution of the lease and waiving sovereign immunity State of Alaska business,no charge Please return document to; Municipal Land Trust Officer Department of Commerce,Community &Economic Development Division of Community &Regional Affairs550West7®Ave.Suite 1770 Anchorage,AK 99501 Attention;Keith Jost LMI 2010-000597-0 Lessee: Perryville IRA Council P.O.Box 10] Perryville,AK 99648 Gerald Kosbrifk President ACKNOWLEDGEMENT STATE OF ALASKA )3 JUDICIAL DISTRICT )ss. Aleutian Islands Recording District ) This is to certify that on Aucune ch Sf ,20_{f\_,before me appeared Gerald Kosbruk,known by me to be the Président,of the Perryville IRA Council,who is authorized to sign thisLEASEbythePerryvilleIRACouncilasshownbytheattachedresolution(Appendix B),and whoexecutedthisLEASEandacknowledgedvoluntarilysigningitonbehalfofthePerryville[RA Council as lessee. SEAN Ke KA NE Notary Public for Alaska My commission expires: UACof 2010-000597-0 Lessor: STATE OF ALASKA Department of Commerce,Community and Economic Development as Trustee for any future city established in the Native village of Perryville f By: Tara Jollie Municipal Land Trust Officer ACKNOWLEDGEMENT STATE OF ALASKA )3™JUDICIAL DISTRICT )ss. Anchorage Recording District ) THIS IS TO CERTIFY that on the day of [.ecem bey ,20.1 QO,before me,theundersignedNotaryPublicfortheStateofAlaska,duly commissioned and swom as such,personallycameTaraJollie,Municipal Land Trust Officer acting under delegation of authority for theCommissioneroftheDepartmentofCommerce,Community and Economic Development,for andonbehalfoftheSTATEOFALASKAastrusteeforanymunicipalcorporationwhichmaybeestablishedinthefutureatPerryville,Alaska,and acknowledged that this LEASE was signed andsealedonbehalfoftheSTATEOFALASKAbyproperauthoritydelegatedandvestedinherself,and acknowledged further said instrument to be the free act and deed of said STATE OF ALASKA. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my seal the day and year firstabovewritten. EW eA AERA 'NOTARY PUBLIC 3 VICTORIA BRAUN Ut doyian Brawk- Notary Public for Alaska >.My Commission expires:_fGic gL 2010-000597-0 30-710 APPENDIX A LEGAL DESCRIPTION The surface estate of that certain real property located in Section 34,Township 49 South,Range 64 West,Seward Meridian,Alaska,being situated in the vicinity of the Native villageofPerryvillewithintheAleutianIslandsRecordingDistrict,3"Judicial District,State of Alaska,more particularly described as; Tract B of the Alaska Native Claims Settlement Act (ANCSA)Section 14(c),TractsA-F P.L.92-203 (85 Stat.688,702,703)Oceanside Corporation Subdivision PlatrecordedintheAleutianIslandsRecordingDistrictasplat93-9 on March 10,1993. Containing 3.62 acres more or less. UAoO 2010-000597-0 35-0750 Appendix B PERRYVILLE IRA COUNCIL RESOLUTION WHEREAS,the Perryville JRA Council has directed the State of Alaska,Department of Commerce, Community and Economic Development as trustee for a future city,issue a lease to the Council to operate,and maintain a barge landing and storage site on the surface estate of that certain real propertyinTownship49SouthRange64West,Seward Meridian,located in the village of Perryville,Alaska, more particularly identified in the attached Appendix A;and WHEREAS,AS 44.33.755 and 3 AAC 190.010 et seq.of the municipal trust land regulations provide that the Commissioner of the Department of Commerce,Community and Economic Development of the State of Alaska is designated to administer and dispose of such lands conveyed to the State in trust, and that he may transfer a leasehold interest in municipal trust land and waive the requirement to obtain the fair market value for the land only after obtaining the approval of an appropriate village entity;and WHEREAS,the Perryville IRA Council is the recognized "appropriate village entity”to approve land transactions to be performed by the State in trust pursuant to AS 44.33.755(b)and 3 AAC 190.010 and .430 and has been consulted with reference to the interest in land to be so transferred;and WHEREAS,The State of Alaska,Department of Commerce,Community and Economic Development, as trustee,requires as a condition of the lease that the Alaskan Native village waive sovereign immunity from suit by the Grantor or a future city that may form in Perryville for claims arising out of its activities under the lease. IT IS THEREFORE RESOLVED,Perryville an Alaskan Native village acting through its IRA council and acting in its capacity as the "appropriate village entity”for Perryville approves the attached lease tothePerryvilleJRACouncilincludingthewaiveroffairmarketvaluerequirementofthisdisposalof interests in municipal trust;and IT IS FURTHER RESOLVED,Perryville an Alaskan Native village,acting through its IRA council hereby gives its irrevocable consent to allow it to be sued by the Grantor,or a future city that may forminPerryville,in the name ofthe Perryville IRA Council upon the lease or any claims arising out of itsactivitiesrelatedtothelease,and hereby waives any immunity from suit by the lessor or a future city for such claims and the Perryville IRA Council shall be liable for such claims.The Perryville IRACouncilherebyconsentstotheexecutionofanyjudgementobtainedpursuanttothiswaiverofimmunityagainstanyofitsproperty,whether real or personal,including money;and IT [S FURTHER RESOLVED that Gerald Kosbruk,President is authorized to sign the attached lease on behalf of the Perryville IRA Council.The,foregoing resolution was adopted at a duly convenedmeetingofthePerryvilleIRACouncilon_ffus.es#3/7_,20/6.By¢of Creer LL Z Z,az,President Attest:(2 &Affe a”Secretary/Treasurer HA 2010-000597-0 30-710 - APPENDIX A ° LEGAL DESCRIPTION The surface estate of that certain real property located in Section 34,Township 49 South,Range 64 West,Seward Meridian,Alaska,being situated in the vicinity of the Native villageofPerryvillewithintheAleutianIslandsRecordingDistrict,3 Judicial District,State ofAlaska,more particularly described as; Tract B of the Alaska Native Claims Settlement Act (ANCSA)Section 14(c),TractsA-F P.L.92-203 (85 Stat.688,702,703)Oceanside Corporation Subdivision PlatrecordedintheAleutianIslandsRecordingDistrictasplat93-9 on March 10,1993. Containing 3.62 acres more or less. Hu2010-000597-0_|UIT 35-0750 Appendix B PERRYVILLE [RA COUNCIL RESOLUTION WHEREAS,the Perryville IRA Council has directed the State of Alaska,Department of Commerce, Community and Economic Development as trustee for a future city,issue a lease to the Council to operate,and maintain a barge landing and storage site on the surface estate of that certain real property in Township 49 South Range 64 West,Seward Meridian,located in the village of Perryville,Alaska, more particularly identified in the attached Appendix A;and WHEREAS,AS 44.33.755 and 3 AAC 190.010 et seq.of the municipal trust land regulations provide that the Commissioner of the Department of Commerce,Community and Economic Development of the State of Alaska is designated to administer and dispose of such lands conveyed to the State in trust, and that he may transfer a leasehold interest in municipal trust land and waive the requirement to obtain the fair market value for the land only after obtaining the approval of an appropriate village entity;and WHEREAS,the Perryville IRA Council is the recognized "appropriate village entity”to approve land transactions to be performed by the State in trust pursuant to AS 44.33.755(b)and 3 AAC 190.010 and .430 and has been consulted with reference to the interest in land to be so transferred;and WHEREAS,The State of Alaska,Department of Commerce,Community and Economic Development, as trustee,requires as a condition of the lease that the Alaskan Native village waive sovereign immunity from suit by the Grantor or a future city that may form in Perryville for claims arising out of its activities under the lease. IT 1S THEREFORE RESOLVED,Perryville an Alaskan Native village acting through its IRA council and acting in its capacity as the "appropriate village entity”for Perryville approves the attached lease tothePerryvilleIRACouncilincludingthewaiveroffairmarketvaluerequirementofthisdisposalof interests in municipal trust;and IT 1S FURTHER RESOLVED,Perryville an Alaskan Native village,acting through its [RA council hereby gives its irrevocable consent to allow it to be sued by the Grantor,or a future city that may forminPerryville,in the name of the Perryville RA Council upon the lease or any claims arising out of itsactivitiesrelatedtothelease,and hereby waives any immunity from suit by the lessor or a future city for such claims and the Perryville IRA Council shall be liable for such claims.The Perryville IRA Council hereby consents to the execution of any judgement obtained pursuant to this waiver of immunity against any of its property,whether real or personal,including money;and IT {S FURTHER RESOLVED that Gerald Kosbruk,President is authorized to sign the attached lease on behalf of the Perryville IRA Council.The,foregoing resolution was adopted at a duly convenedmeetingofthePerryville[RA Council on fasiest 3/2070,when tl ezaPresident Attest:Lok 2 ewcEGESecretary/Treasurer ine gnof 2010-000597-0 RE:Perryville Lease Subject:RE:Perryville Lease From:"Jost,Keith R (CED)"<keith jost@alaska.gov> Date:Wed,14 Sep 2011 08:18:09 -0800 To:Rick Elliott <rickelliott@gci.net> Hi Rick, We did include the "storage”language so that fuel and barged items could be stored at the site.Regarding the language about fuel handling,we're OK with leaving that in the lease.This language appears in our leases for fuel storage facilities.Ig summary MLT is OK with the use of Tract B as 2 fuel storage facility.Let me knowif you have any other questions.-Keith From:Rick Elliott [mailto:rickelliott@gci.net] Sent:Tuesday,September 13,2011 9:29 PM To:Jost,Keith R (CED) Subject:Re:Perryville Lease Keith.|noticed the lease is for "a barge landing and storage site”.Do you think this description is broad enough to include a fuel tank farm.This is "storage"but |need to find out if you think that is adequate or should an amendment be requested by the Village to clarify use of the site?--Rick Jost,Keith R (CED)wrote: Rick, FYI -Keith lofi 9/16/2011 6:46 AM amateeeereeeeeeneeeemeneBOOK 3Y pack.757 AFTER RECORDING PLEASE Aleutian Islands Recording District ORWARD TO S UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF LAND MANAGEMENT ALASKA STATE OFFICE -ANCHORAGE,AK teREIeeeeOgeeeaTRUSTEE DEED THIS INDENTURE,made this 27th day of March,in the year of our Lord one thousand nine hundred and ninety-two,by and between Allan J.Breitzman,of the Bureau of Land Management,222 W.7th Avenue,#13,Anchorage,Alaska, 99513-7599,as trustee for the townsite of Perryville,U.S.Survey Number 4993,in the State of Alaska,party of the first part,and the Native Village of Perryville,c/o Perryville IRA Council,General Delivery,Perryville, Alaska,99648,party of the second part, WITNESSETH,That said party of the first part,as such trustee,by virtue of the power vested in and conferred upon him by the terms of section 11 of the Act of Congress approved March 3,1891 (26 Stat.1095),the Act of Congresa approved May 25,1926 (44 Stat,629),as construed and applied in Aleknagik Natives Ltd,v.United States,Civ.No.A77-200,(D.Alaska,July 17,1987)(order to convey),aff'd,eknagi tives nite ates, 886 F,2d 237 (9th Cir.1989),and the regulationa thereunder and the patent issued to him thereon,and in consideration of the sum of no dollars,the amount of the assessments upon the premises hereinafter described,the receipt of which ia hereby acknowledged,by these presents does grant,convey and confirm unto the said party of the second part and ite successors and assigns all the following lot,piece,and parcel of land situated in the townsite of Perryville,State of Alaska,described aa follows,to-wit: Lots One (1),Two (2),Three (3),Four (4),Five (5),Six (6)and Seven (7),Block Five (S),as shown on the official plat of U.S. Survey 4993,Alaska,Perryville Townsite,as accepted by the Acting Chief,Division of Cadastral Survey,for the Director on April 8,1975,and located within the Aleutian Islands Recording District. According to the official plat of survey of said townsite,subject to rights and reservations in said patent expressed.To have and to hold the same, together with all and singular the tenements,hereditaments,and appurtenances thereunto belonging or in anywise appertaining,its successors and assigns forever. IN WITNESS WHEREOF said party of the first part,as truatee,has hereunto set his hand and seal on the day and year first above written. In the presence of: Mat Arte axa chy Ct eneAllanJ.Breitzman,ot TrusteefortheTownsiteofPerle,_\&CU he State of Alaska t AK 2564-21 (Feb.1984)ORGINAL En2oeeeSeSPEER e BOOK 7 foBYpaGs__/79958AleutianIsiandaTTelandaRecordingDistrict STATE OF ALASKA: BE IT REMEMBERED,That on this 27th day of March,A.D.1992,before me,a Notary Public,came Allan J.Breitzman,to me personally known to be the Trustee of aaid townsite of Perryville,and the identical peraon described in, and whose name ia affixed to,the foregoing conveyance as grantor,and he acknowledged the execution of the same to be his voluntary act and deed as such Trustee,for the uses and purposes therein mentioned. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed my official seal on the day and year first written above. Renee Lui bh Kbuawn-ae mee hevw;Thy,Frankle 4,Pederson,Notary Public for"Wor sir Alagka,residing at Anchorage,Alaska Pe UUW ui.ee ese i My Commission expires May 13,1994 ner ee Ra AK 2564-21 (Feb.1984) GSiAL aeemeeetENGIONGAsoox 24 pace_757__oT Aleutian Islands Recording District MINUTES OF THE UNITED STATES DISTRICT COURT DISTRICT OF ALASKA ALEKNAGIK NATIVES LIMITED,vs.UNITED STATES OF AMERICA,et aletal THE HONORABLE JAMES M.FITZGERALD CASE wo,4777200 CIVIL Deputy Clerk Reporter Recorder LINDA CHRISTENSEN X Janis Roller ' APPEARANCES:PLAINTIFF:JAMES BAMBERGER DEFENDANT:JACK ALLEN PROCEEDINGS:WEARING ON MOTION FOR RECONSIDERATION: At 9:03 a.m.court convened. Statements of Court and counsel heard. Plaintiff's motion for attorney fees -DENIED. At 9:24 a.m.Judge and counsel met in chambers. At 9:47 a.m.court reconvened. Court placed findings on the record re motion for reconsideration: Petitioners Port Graham and English Bay's motion for reconsideration GRANTED. IT 1S ORDERED THAT the Townsite Trustee is directed to convey theremaininglandsheldintrusttopetitionersforthebenefitofthevillageinhabitantswithoutrestrictionastonationalityor race. s At 9:50 a.m.court adjourned.P)-305 RECORDED ELEY ay - cc:Y,Vollintine ALEH TAN TS.vec,mist..Bambergex(AK LEGAL SERV)D/Smith (AUSA)Dare Fd 19 734Reeves(BOGLE)' 3 DATE:JULY 17,1987 DEPUTY CLERK'S INITIALS: C.F.No.1 2aaOReR8Lateetenn4AE,aORRrhALLASA:ARLE2lingTeRUNNYmyynatalat6+:AEEAmedatveelOPet6taeaeemetshatecreoe]{ftcaehae'#*eS,<reeeeaneeeaece ;{ Yhud40]=ErCc.LiTScgVOY26xq - SanudWY;om©YW CRW ENGINEERING GROUP,LLC.PERRYVILLE BULK FUEL UPGRADE OCTOBER 2011 -EARTHEN DIKE-CONCEPTUAL DESIGN COST ESTIMATE SUMMARY ITEM DESCRIPTION COST COMMENT 4.TANK FARM AND BULK TRANSFER AREA A.TANK FARM FOUNDATION AND EARTHEN EMBANKMENT $107,848 B.TANKS $279,875 C.PIPING SYSTEMS $160,178 D.POWER,CONTROLS,ETC.$94 400 E.MISCELLANEOUS $107,100 F.OVERHEAD $230,100 G.FREIGHT $300,956 2.TANK FARM AND BULK TRANSFER AREA SUB-TOTAL $1,280,456 3.DESIGN $150,000 4.CONSTRUCTION MANAGEMENT $130,000 5.OVERALL PROJECT SUB-TOTAL $1,560,456 6.CONTRACTOR OVERHEAD AND PROFIT.$320,114 25% 6.CONTINGENCY $156,046 10% 7.INSURANCE $30,597 8.TOTAL ESTIMATED PROJECT COST $2,067,000 9.TOTAL STORAGE CAPACITY 103,500 GAL.NOMINAL CAPACITY 10.PROJECT COST PER GALLON OF GROSS CAPACITY $19.97 COST ESTIMATE SUMMARY-1 CRW ENGINEERING GROUP,LLC.PERRYVILLE BULK FUEL UPGRADE PROJECT -EARTHEN DIKE- CONSTRUCTION COST ESTIMATE OCTOBER 2011 CONCEPTUAL DESIGN ITEM QUAN }UNIT UNIT MATL UNIT LAB |LAB;LABOR CONTR FREIGHT TOTAL UNIT TOTAL COST COST HRS |HRS |RATE{|COST COST COST COST WT WT (#) FOUNDATION,DIKE,&SITE Clear &Prep Sites 1]jump $0 $0 425 125|$75 $10,000 $10,000 0 4"Cellular Confinement Grid 3,600 sf $1.25 $4,500 |0.012 43]$75 $3,240 $7,740 0.35 1260 Dike Membrane Liner 6,500]sq.ft.$1.65 $10,725 |0.015 100}$75 $7,508 $18,233 4.35 8775 Woven Geotextile 8,000}sq.ft.$0.10 $800 |0.003 24]$75 $1,800 $2,600 0.50 4000 Sumps 2|ea $250.00 $500 |2.500 5}$75 $375 $875 6.35 13 Pit Run 550]cu.yd.$3.50 $1,925 |0.200 110}$75 $8,250 $10,175 0.00 0 D-1 525|cu.yd.$35.00 $18,375 |0.200 105)$75 $7,875 $26,250 0.00 0 Membrane Cover Material (Sand)200}cu.yd.$5.00 $1,000 |0.250 50]$75 $3,750 $4,750 0.00 0 6'Chain-Link Fence 550 if $12.00 $6,600 0.50 275)$75 $20,625 $27,225 15.00 8250 TANKS 28,000 Single Wall Tank 3}ea $48,000 $144,000 0 Oo}$75 $0 $144,000 |25000.00 75000 13,500 Singie Wail Tank 1}ea $35,000 $35,000 0 0]$75 $0 $35,000 }15000.00 15000 3,000 Protected Disp Tank 1|ea $30,000 $30,000 0 0}$75 $0 $30,000 |25000.00 25000 3,000 Single Wall Tank 1 ea $15,000 $15,000 0 0}$75 $0 $15,000 #10000.00 10000 Emergency Vents 8!ea $350 $2,800 2 16}$75 $1,200 $4,000 75.00 600 Pressure/Vacuum/Whistle Vents 6}ea $300 $1,800 2 12|$75 $900 $2,700 20.00 120 Clock Type Gauges 6]ea $300 $1,800 3 15)$75 $1,125 $2,925 20.00 120 Concrete Sleepers 20|CY $550.00 $11,000 10 200]$75 $15,000 $26,000 4000.00 80000 Place and Level Tanks 6]ea $0 $0 45 2701 $75 $20,250 $20,250 i} PUMP /PIPING SYSTEM 3"Sch 80 Welded Above Grade 160}lin.ft.$13.00 $2,080 0.20 32|$90 $2,880 $4,960 10.00 1600 2"Sch 80 Welded Above Grade 140]lin.ft.$11.00 $1,540 0.20 28}$90 $2,520 $4,060 10.00 1400 Paint Piping 250|sq/ft.$0.75 $188 0.20 50}$75 $17,000 $17,188 0.20 50 Misc Strut &Pipe Clamps 1}lump $3,000 $3,000 80!80]$75 $6,000 $9,000 400.00 400 Flexible Connectors 20}ea $150 $3,000 2 30]$75 $2,250 $5,250 10.00 200 Pump Cabinet 1}ea $7,500 $7,500 40 40|$75 $3,000 $10,500 1500.00 1500 Single product dispenser on tank 1]ea $18,000 $18,000 60 60}$75 $4,500 $22,500 300.00 300 Dispenser Nozzles /Flow Restricters i|__ea $200 $200 2 2|_$75 $150 $350 15.00 15 Hose Reei Cage Enclosure 1}lump $17,000 $17,000 40 40}$75 $3,000 $20,000 5000 5000 Hose Reel 3}ea $800 $2,400 12 36}$75 $2,700 $5,100 100 300 2"Bulk Transfer Hose 150}lin.ft.$13 $1,950 0.10 15}$75 $1,125 $3,075 1.5 225 Grounding Reel 3|ea $250 $750 2 6}$75 $450 $1,200 20 60 Quick Connect Couplings 3|pair $200 $600 2 6|$75 $450 $1,050 10.00 30 Manifold &Fuel Transfer Fittings 1]lump $3,500 $3,500 120 120]$75 $9,000 $12,500 1500.00 1500 3"Flanged Check Valves 3]ea $350 $1,050 2 6]$75 $450 $1,500 50.00 150 2"Flanged Bali Valves 10{ea $250 $2,500 2 15|$75 $1,125 $3,625 30.00 300 2"Anti Siphon Valves 3{ea $200 $600 1 3{_$75 $225 $825 30.00 90 BULK TANK FARM DETAIL-1 CRW ENGINEERING GROUP,LLC.PERRYVILLE BULK FUEL UPGRADE PROJECT OCTOBER 2011 -EARTHEN DIKE-CONCEPTUAL DESIGN CONSTRUCTION COST ESTIMATE ITEM QUAN j UNIT UNIT MATL UNIT |LAB |LAB]LABOR CONTR {|FREIGHT TOTAL UNIT TOTAL COST COST HRS |HRS |RATE!COST COST COST COST WT WT (#) Misc Threaded Ball Valves 11 lump $1,000 $1,000 45 15|$75 $1,125 $2,125 50.00 50 1"Flanged PRV 9}ea $650 $5,850 2 18|$75 $1,350 $7,200 10.00 90 Submersible Pumps 1|__ea $1,300 $1,300 6 6,$75 $450 $1,750 100.00 100 1 HP Centrifugal Pump 3|ea $1,400 $4,200 6 18]$75 $1,020 $5,220 75 225 Filters 4;ea $1,200 $4,800 4 16]$75 $1,200 $6,000 20.00 80 Meters 4|ea $3,500 $14,000 4 161 $75 $1,200 $15,200 100.00 400 POWER,CONTROLS,ETC. Control Panels 2|ea $13,000 $26,000 40 80}$100 $8,000 $34,000 100.00 200 Conduit,Conductors,&Devices 1}lump $3,500 $3,500 160 160]$100 $16,000 $19,500 1500.00 1500 3-Point High/Low Level Switches 6]ea $1,400 $8,400 5 30]$100 $3,000 $11,400 50 300 Self Contained Stationary Power 1}lump $25,000 $25,000 60 60|_$75 $4,500 $29,500 600.00 600 MISCELLANEOUS Secondary Cont.Area Permanent 1|ea $50,000 $50,000 150 150|$75 $11,250 $61,250 |25000.00 25000 Form Lumber,Lags,Nails,Etc 11 lump $2,500 $3,000 40 40}$75 $3,000 $6,000 1000.00 1000 Signs &Valve Tags 1}Jump $2,000 $2,000 30 30!$75 $2,250 $4,250 100.00 100 Spill Response Supplies 1,lump $15,000 $15,000 8 8}$75.$600 $15,600 600.00 600 Connex Storage Van 1]lump $10,000 $10,000 20 20|$75 $1,500 $11,500 5000.00 5000 Misc Hardware 1|_lump $2,500 $2,500 0 O|_$75 $0 $2,500 500.00 500 Misc Tools &Safety Gear 4}lump $3,000 $3,000 0 o|$75 $0 $3,000 500.00 500 Welding Rod,Gases,Etc.1|_lump $3,000 $3,000 0 0}$75 $0 $3,000 600.00 600 OVERHEAD Superintendent (12 wks @ 60 hrs)4}Jump 720}$100 $72,000 $72,000 0 Surveying 1}lump $25,000 $25,000 i} Rent/Heavy Equip (3 months)4}lump $50,000 $50,000 0 Welder/Compr/Misc Tool Rent 1}lump $6,000 $6,000 0 Commission System &Training 80|hr 1 80}$90 $7,200 $7,200 0 Crew Travel Time 120]hr 1 120}$90 $10,800 $10,800 0 Crew Airfares 4}R.Trps $15,000 $15,000 0 Crew Per Diem 360}mn.dy $60 $21,600 $21,600 0 Lodging (Commercial)3]mo.$7,500 $22,500 $22,500 0 FREIGHT 278,103 Barge Freight Seattle -Perryviile 278103 Ib.$0.55 $152,956 Barge Gravel Chignik -Perryville 6}days |$10,000.00 $60,000 Mob/Demob Heavy Equipment From Kodiak 8 |days $10,000 $80,000 Misc Small Freight &Gold Streaks 1 |lump $8,000 $8,000 TANK FARM SUB TOTAL $534,233 3,506 $305,168 |$140,100 $300,956 $1,280,456 BULK TANK FARM DETAIL-2 po Appendix C Fa)00=sfae)dunQcJv”)be]fam)Ca)i).yyYOc\e)WO ||||||||1| acnete ek a ennaann a mn enme em FILE:;\Jobsdate\30403.15perryillebfu\O0CADD\O1workingset\O1Civil\Design.dwgS RUSSIA ff[x He by KOTZEBUE Oe ne'<AisasSJes eit NOME PDst.PaNS Rie,ISLAND NORTON SOUND 7 ¥y 2 a St.Q ¥MATTHEW ¥ISLAND fs wonvan,iP Of BETHEL g,ISLAND % BERING =SEA Sow* °pRIBILOF ¢ISLANDS: ° san?'aALEUTIAN 9 wt UNALASKA CHUKCHI SEA BRISTOL BAY s ee Ny - ARCTIC OCEAN piv | ¢"tee.| [PERRYVILLE ] Project Number AEA Project Manoger (Consultant y 30403.15 (acay DAVID LOCKARD,P.E. Construction Manager x Fino!Design Fire Marshal Approval Construction Period As-Builts (Date)x (Date) (From)(Te) (Dote) 3940 Arctic Bivd.Suite 300 Anchorage,Alaska 99503 PHONE:(907)562-3252 PHONE:(907)562-3252 State of AlaskaDepartmentofCommunityandEconomic DevelopmentBexAIDEA/AEA _ALES.j=ALASKARuralEnergyGroup 813 West Northern Lights Blvd.egw ENERGY AUTHORITY Anchorage,Alaska 99503 «PERRYVILLE,ALASKA Ck BULK FUEL UPGRADE Mesh enceRe CONCEPT DRAWINGSpsOCTOBER2011 GRAPHIC SCALE 1000 0 1000 2000(!)VICINITY MAPSCALE:GRAPHIC SCALE IN FEET SHEET INDEX SHEET#SHEET TITLE GENERAL GO COVER G1 NOTES,LEGEND &ABBREVIATIONS CIVIL C1 VICINITY MAP C2 FACILITY LAYOUT PLAN C3 TANK FARM LAYOUT C4 TANK FARM SECTIONS C5 28,000 GAL SINGLE WALL TANK C6 13,500 GAL SINGLE WALL TANK C7 3,000 GAL SINGLE WALL TANK C8 3,000 GAL PROTECTED DISPENSING TANK &SKID MOUNTED DISPENSER cg BULK TRANSFER HOSE REEL ENCLOSURE C10 MISCELLANEOUS DETAILS PROJECT SCOPE fie:J:\dobsdata\30403.15PerryilleBfu\OOCADD\O1WorkingSet\01Civil\30403.15_GSheets.dwqSsoe ABBREVIATIONS Fax dTHISPROJECTPROVIDESFORTHECONSTRUCTIONOFNEWBULKFUELSTORAGEANDCIVIL_LEGEND (GENERAL)ce gs ¢HANDLING FACILITIES IN PERRYVILLE,ALASKA SPECIFIC ACTIMTIES WILL INCLUDE THE Ga Sag CONSTRUCTION OF: a ¢ADEC ALASKA DEPARTMENT OF ENVIRONMENTAL UF LINEAR FEET NOTE:SOME DETAILS UTILIZE SYMBOLS NOT IN THIS GENERAL LEGEND.WHERE THIS OCCURS,SYMBOLS ARE DEFINED ON THE gts is 228 xeCONSERVATIONLBPOUNDSHEETINWHICHTHEYAREUSED.B83 ge*NEW PAD FOUNDATION w/EARTHEN DIKE CONTAINMENT.ADOT ALASKA DEPARTMENT OF TRANSPORTATION OBS ag ql®NEW TANK FARM WITH THREE 28,000 GALLON HORIZONTAL ASTs,ONE 13,500 GALLON AEA ALASKA ENERGY AUTHORITY M METERS Le PROPERTY BOUNDARY q ANTI SIPHON VALVE soos EE ASTs,AND ONE 3,000 GALLON AST.ALCAP ALUMINUM SURVEY CAP MAX MAXIMUM E We $s e ONE NEW 3,000 GALLON HORIZONTAL,GASOLINE,PROTECTED DISPENSING TANK.ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ee ae CENTERLINE ®FUSIBLE VALVE 258 a oe A ®NEW TRIPLE PRODUCT MARINE HEADER w/THREE 3°¢FILL PIPELINES.API AMERICAN PETROLEUM INSTITUTE MIL 0.001 INCH bq BALL VALVE SES ae E*A *NEW GENSET FOR ONSITE FACILITY POWER GENERATION.APPROX APPROXIMATE MIN MINIMUM -CULVERT Suet ome »ALL REQUIRED SPILL CONTINGENCY AND RESPONSE EQUIPMENT.ASTM AMERICAN SOCIETY FOR TESTING OF MATERIALS MPT MALE NATIONAL PIPE TAPERED THREAD a MOTOR ACTUATED BALL VALVE ao a, AST ABOVEGROUND STORAGE TANK meee._-EDGE OF WATER O65 * AWS AMERICAN WELDING SOCIETY N NORTH N CHECK VALVE , GENERAL NOTES BLDG BUILDING NC NORMALLY CLOSED -_DITCH LINE/DRAINAGE SWALE bla GATE VALVE NFS NON FROST SUSCEPTIBLE (SOIL)DRAINAGE DIRECTION &SLOPE”Sy 4.THE CONTRACTOR SHALL PROTECT ALL ITEMS NOT SCHEDULED FOR DEMOLITION DURING CMP CORRUGATED METAL PIPE NO NORMALLY OPEN hb PRESSURE RELIEF VALVE w/FLOW DIRECTION =|J stg Pe"h FtCONSTRUCTION.DISTURBED AREAS SHALL BE RESTORED 10 PRE-CONSTRUCTION CORPORATION ---TULKISARMUTE.INC.NPT NATIONAL PIPE TAPERED THREAD TRAVELED WAY 4CONDITION.NTS NOT TO SCALE ©PRESSURE TEST TAP 28 DEMO DEMOLISH FILL SLOPE i e? 2.ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS.THE CONTRACTOR DFT DRY FILM THICKNESS OAE OR APPROVED EQUAL rc)METER gs SHALL CONSULT WITH THE APPROPRIATE UTILITY ORGANIZATIONS TO VERIFY AND LOCATE DIA DIAMETER oD OUTSIDE DIAMETER ¢ UTILITIES PRIOR TO CONSTRUCTION.SEE UTILITY CONTACT INFORMATION ON THIS SHEET.DwG DRAWING OSHA OCCUPATIONAL SAFETY CUT SLOPE FILTER wo AND HEALTH ADMINISTRATION Ree 3.{1 IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE APPROPRIATE E EAST 0Zz OUNCE HY OR jo FLEXIBLE CONNECTOR TEMPORARY CUT SLOPES AND SHORING FOR EXCAVATIONS AND TRENCHES FOR SITE EA EACH a FENCE LINE per vSOILS,GROUNDWATER AND RUNOFF CONDITIONS AND SURFACE LOADING CONDITIONS.THE EL ELEVATION pcc PORTLAND CEMENT CONCRETE 5}(410)WYE STRAINER (MESH SIZE)i 4 CONTRACTOR MUST COMPLY WITH APPLICABLE FEDERAL AND STATE OSHA REGULATIONS.ELEC ELECTRIC PL PLATE rn)FIRE EXTINGUISHER é >Sn THE CONTRACTOR SHALL MAINTAIN ALL SIGNS,BARRICADES,WARNING LIGHTS AND OTHER EPA U.S.ENVIRONMENTAL PROTECTION AGENCY PRY PRESSURE RELIEF VALVE FILL LIMITER ood wade PROTECTIVE DEVICES NECESSARY FOR SAFETY AND TRAFFIC CONTROL.ENGINEER CRW ENGINEERING GROUP,LLC PSF POUNDS PER SQUARE FOOT GROUND ELEVATON CONTOURS Is eo BeilE-VENT EMERGENCY VENT Psi POUNDS P 20 bog Y obs4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH EXISTING OUNDS PER SQUARE INCH -T quick COUPLING bog 9 326%FACILITY OPERATORS,OTHER CONTRACTORS,SUBCONTRACTORS,THE CORPORATION,VILLAGE -FAHRENHEIT °BOLLARO &3 &eyes COUNCIL,AND STATE AND FEDERAL AUTHORITIES.FF FINISH FLOOR ELEV.Re RS FACE Petre FG FINISH GRADE Opp POWER POLE So SUBMERSIBLE PUMP Zhe: 5.THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW ALL FEATURES OF FOR FUEL OIL RETURN 5 SEWER g 32THEREQUIREDWORK.PROVIDE ALL LABOR,EQUIPMENT AND MATERIALS REQUIRED FOR A FOS FUEL OIL SUPPLY SCH SCHEDULE 1)INFORMATION /WARNING SIGN ce)CENTRIFUGAL PUMP é COMPLETE,AND CODE COMPLIANT SYSTEM.VERIFY EXISTING FIELD CONDITIONS PRIOR TO FPT FEMALE NATIONAL PIPE TAPERED THREAD SHPO STATE HISTORIC PRESERVATION OFFICERSTARTINGCONSTRUCTION.IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION OF FT FOOT OR FEET [>SHEET NOTE QUESTIONABLE ITEMS OR APPARENT CONFLICTS.SIM SIMILAR --VERTICAL PIPE.TRANSITION CA GAUGE SPEC SPECIFICATION 6.ALL ITEMS TO BE INSTALLED ARE NEW UNLESS SPECIFICALLY INDICATED AS EXISTING.GAL GALLON 5Q SQUARE @ SURVEY MONUMENT D REDUCER w INSTALL ALL MATERIALS AND EQUIPMENT IAW MANUFACTURERS RECOMMENDATIONS,CALV GALVANIZED SS STAINLESS STEEL a INSTRUCTIONS,AND INSTALLATION DRAWINGS,UNLESS OTHERWISE INDICATED ON THE GPM GALLONS PER MINUTE SSPC STEEL STRUCTURES PAINTING COUNCIL e TEST PIT L LEVEL FLOAT SWITCH a 8DRAWINGS.STA STATION 5 6S HDPE HIGH DENSITY POLYETHYLENE SY SQUARE YARD XX]FINISH GRADE ELEVATION N)a & 7.THE SPECIFICATION OF A NAME BRAND PRODUCT FOLLOWED BY THE "OR HP HORSE POWER HOSE REEL 5 >28 EQUAL”PHRASE IS DONE MERELY TO ESTABLISH THE MINIMUM LEVEL OF HR HOUR TBM TEMPORARY BENCH MARK 'DIAMETER 4 =© QUALITY OF MATERIALS AND EQUIPMENT REQUIRED AND IS NOT A PRODUCT TS TUBE STEEL <o ENDORSEMENT.SUBMIT SUBSTITUTIONS FOR REVIEW AND APPROVAL,UNLESS IAW IN ACCORDANCE WITH TYP TYPICAL : an "NO SUBSTITUTIONS”IS SPECIFIED.PRIOR TO PROCUREMENT,SUBMIT VENDORS IBC INTERNATIONAL BUILDING CODE Ww an LIST WITH A LIST OF EQUIPMENT TO BE PROVIDED BY EACH VENDOR.1D INSIDE DIAMETER UG UNDER GROUND 3 «3 FC INTERNATIONAL FIRE CODE UL UNDERWRITERS LABORATORY UTILITY LINE/PIPELINE DESIGNATIONS =ow G B.CONTRACTOR SHALL PREPARE AND SUBMIT OPERATION AND MAINTENANCE IPC INTERNATIONAL PLUMBING CODE UPC UNIFORM PLUMBING CODE z =9 MANUAL FOR ALL SYSTEMS.CONTRACTOR SHALL SUBMIT PROPOSED O&M UST UNDERGROUND STORAGE TANK a o 3 MANUAL TABLE OF CONTENTS TO ENGINEER FOR REVIEW AND APPROVAL WITHIN w/WITH E ELECTRIC |NOER ; o Wi TWO WEEKS OF SUBSTANTIAL COMPLETION INSPECTION.O&M MANUAL SHALL W WATER ---#----UNDERGROUND UTILITY LINE/PIPELINE:EXISTING aE INCLUDE AN APPENDIX WITH LITERATURE FOR ALL MATERIALS AND EQUIPMENT D DIESEL FUEL a 9 UTILIZED TO CONSTRUCT THE PROJECT.---#--_UNDERGROUND UTIUTY LINE/PIPELINE:PROPOSED 2 G GASOLINE 9.FACILITY DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL FIRE CODE,STATE FEET ON CENTER "AW THE.2006 UPC.SHOWN THEY SHALL BE SPACED 8 MAXMUM OF 0 ---#---_ABOVEGROUND UTILITY LINE/PIPELINE:EXISTINGOFALASKAFIREANDSAFETYREGULATIONSADMINISTRATIVECODES13AAC50,13 AAC S SANITARY SEWER 55,AND THE MOST RECENT MEMORANDUM OF AGREEMENT BETWEEN THE AEA AND THE 13.SCHEDULE AND COORDINATE DEMOLITION AND NEW CONSTRUCTION /--#---ABOVEGROUND UTILITY LINE/PIPELINE:PROPOSED STATE OF ALASKA FIRE MARSHALL.RENOVATION ACTIVITIES SUCH THAT COMPLETE AND OPERABLE BULK FUEL T TELEPHONE STORAGE AND RETAIL DISPENSING SYSTEMS ARE MAINTAINED AT ALL TIMES PEELRApe eXSTING FUEL LINE TO BE DECOMMISSIONED w 10.CONTRACTOR TO PROVIDE SIGNAGE IAW THE SIGN SCHEDULE,AND AS IDENTIFIED :W WATER z ELSEWHERE IN THE DRAWINGS.14.MARK UP DESIGN DRAWINGS TO REFLECT FIELD CHANGES THROUGHOUT 11.PERFORM WORK WITH SKILLED CRAFTSMEN SPECIALIZED IN SAID WORK.INSTALL ALL COMPLETION.OF THE PROUEED Ne CONSTRUCTION DRAWINGS TO ENGINEER AT > MATERIALS IN A NEAT,ORDERLY,AND SECURE FASHION,AS REQUIRED BY THE DRAWINGS . 2 AND SPECIFICATIONS AND COMMONLY RECOGNIZED STANDARDS OF GOOD WORKMANSHIP.15.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH U.S.ENVIRONMENTAL PROTECTION AGENCY,ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION,AND STATE AND FEDERAL OCCUPATIONAL HEALTH AND SAFETY REGULATIONS, TESTING,STARTUP AND COMMISSIONING PROCEDURES DETAIL/SECTION REFERENCES 4.CONTRACTOR SHALL PERFORM SYSTEM TESTING,STARTUP AND COMMISSIONING IN ACCORDANCE WITH THE PROCEDURES LISTED 6.FILL DISPENSING TANK USING PROCEDURES AND COMPONENTS SHOWN ON THE DRAWINGS.DETAIL_SYMBOL SECTION SYMBOHEREANDINACCORDANCEWITHMANUFACTURERINSTRUCTIONS.LEAVE ALL WORK SITES IN AN ORDERLY CONDITION CONSISTENT ---ae z WITH THAT FOUND UPON ARRIVAL.7.TEST ALL DISPENSING SYSTEM FUNCTIONS INCLUDING REMOTE CONSOLE(S)(IF ANY).SECTION IDENTIFICATION gDETAILIDENTIFICATI 2.PRESSURE TEST ALL PIPING AND FILL OUT AEA-APPROVED PIPELINE PRESSURE TEST REPORTS.THE ENGINEER OR HIS 8.VERIFY ALL SIGNS,PLACARDS,AND VALVE TAGS ARE PROPERLY LOCATED.VERIFY PROPER PRODUCT DENTIFICATION * APPROVED REPRESENTATIVE SHALL BE PRESENT DURING ALL PRESSURE TESTING UNLESS DIRECTED OTHERWISE IN WRITING.COLOR CODE AND LABELING FOR ALL TANKS AND PIPING.DETAIL CALLOUTDELIVERORIGINALREPORTSTOAEAANDACOPYTOTHEENGINEER.Hose REEL?N 'A .INSTALL P.NA3.CONTRACTOR SHALL BE PRESENT DURING INITIAL BARGE FILLING OF TANKS.UPON FILLING OF TANKS VERIFY PRODUCT LEVEL ae IND KoreCKS ON ALL VALVES AND FENCE GATES.KEY ALL LOCKS ALIKE.PROVIDE (4)SPARE CABINET £19 WITH GAUGING STICK AND RECALIBRATE ALL TANK GAUGES,REMOVE AND CLEAN ALL STRAINERS AFTER INITIAL FILLING. 10.INSTRUCT LOCAL OPERATORS IN THE OPERATION AND MAINTENANCE OF ALL SYSTEMS.PLACE SPARE REFERENCE NUMBER OF DRAWING REFERENCE NUMBER OF DRAWIN 4.CHECK ALL PUMPS FOR PROPER ROTATION.PRIOR TO OPERATING CENTRIFUGAL PUMPS PRIME THE PUMP CAVITY WITH FUEL.PARTS,INCINERATOR,AND SPILL RESPONSE SUPPLIES IN DESIGNATED LOCATION.ON WHICH DETAIL IS DRAWN ON WHICH DETAIL IS DRAWN 5 PRIOR 70 INITIAL START UP,WARM PUMP BODY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.g 5.CHECK ALL CONTROL AND ALARM FUNCTIONS.MANIPULATE TANK FLOAT SWITCHES TO SIMULATE LOW AND HIGH LEVEL =+ CONDITIONS.SET TIMING RELAYS FOR 30 SECONDS AND VERIFY TIME-OUT FUNCTION.RE-SET TIMERS TO SPECIFIED VALUES <|S|x]& AFTER TESTING.VERIFY LATCHING AND RESET FUNCTIONS,EMERGENCY STOP FUNCTION,AND OPERATION OF ALL SIGNAL LAMPS |<j;3 * AND HORNS.OBSERVE OPERATION OF MOTOR ACTUATED VALVES.VERIFY THAT AREA LIGHTING FUNCTIONS PROPERLY.S v"|&3 oe 4%aao2&2 Bheet No.G1 SHEET.OF. rie:¥:\dobsdata\,30403.15PerryvilleBfu\OOCADD\O1WorkingSet\01Civil\Design.dwgEXISTING TANK FARM #1 8 PROPOSED TANK FARM Py5Re Gee Ss Sg a ay aN getai (!)VICINITY MAPSCALE:GRAPHIC 300 GRAPHIC SCALE °300 SCALE IN FEET 600 se SCHOOL TANK FARM§ PROPOSED GASOLINE DISPENSING TANK (3iz i25 oH2898s%GEO38SESLIS28 Ch283°So |a >SooNS 8 uwoOoteeotElda23soeO_4s A2E5-5 Bixaesmal&oy xv2*omse0°OMos*o + * as?ENGINEERINGGROUPLLC3940.ARCTICBLVD.SUITE300PHONE:(907)562-3252ANCHORAGE,ALASKA99503FAX:(907)561-2273PERRYVILLE,ALASKARURALPOWERSYSTEMUPGRADEVICINITYMAPREVISION10/14/11PlotAMHDesignedAMHDrawn,KRHApproved.z|[DateSheet No. SHEET.oO rue:J:\Wobsdata\30403.15PerryvilleBfu\O00CADD\O1WorkingSet\01Civil\Design.dug:iit a -ang me w $iave'af ve eee Raman sks 2%8:ie eS rn an |:obo x $83 Ss 'Beeus se Grti<8 Sar Wwa,SON LS é<K PENNINSULA NWR ®-'<:oe 6 Lui28Syee'<4 My aces,&eee.«.é io Von "Meee BE BES ao Fe £2;3 .a su Fy nt oat«.a}gy &ww"os . *-y * oe gis 4 ANCSA 14(c)ACCESS ROADSeerareae- remy''ei gSeaaeeeece:S ellseeeeee::asanIEINTOEXISTINGj¢.oo Ys BEETRAVELEDWAY: :@ a25-wn oe Sexes \{3 geewi an tdiaoat_t 5 Hi ud) Qa <= a <«&5%>4 3 4 =ao><-5a.n 8 "wo =3 4Ja>bs Wok;-x 3 ai.rr ae EXISTING TANK i a & PROPOSED TANK FARM f Be ky 3recae744 eh owe"44 &ah 'a ° meeioe +.=Ga = z ° Ww a ao S$ Zz Slox x s leq vt=;<|2]*=:ah So}g 3¥e i .&c 9GRAPHICSCALEGRAPHICSCALE3S2&850[9)50 100 50 0 50 1001)TANK FARM VICINITY MAP al 2 DISPENSING VICINITY MAP al seer Ne C2SCALE;GRAPHIC SCALE IN FEET SCALE:GRAPHIC SCALE IN FEET SHEET.OF. rile:J:\Wobsdato\30403.15PerryilleBfu\OOCADD\O1WorkingSet\01Civii\Design.dwgTANK SCHEDULE TANK CAPACITY PRODUCT OWNER 1 28,000 DIESEL NVP 2 28,000 DIESEL NVP 3 28,000 DIESEL NVP 4 13,500 GASOLINE NVP 5 3,000 ULSD NVP 6 3,000 GASOLINE NVP NOTES TANK #6 IS LOCATED ADJACENT TO THE POWER PLANT AS SEEN ON SHEET C2. FENCE 6'SECURITY § PROPOSED PAD AND ACCESS ROAD CONTAINMENT AREA SECONDARY we fTHN MfwyatuuaaWWWWINyy _- THREE PRODUCT PUMP CABINET EXISTING TANK FARM #1" imal:iat PROPOSED TANK FARM e (3)28,000 GAL DIESEL ASTs «(1)13,500 GAL GASOLINE AST (1)3,000 GAL ULSD AST VICINITY MAP SCALE:GRAPHIC GRAPHIC SCALE 10 0 10 20 SCALE IN FEET 2c xoSE astoresHEDLI283<2<<=Se ONSS9LLG-EL£550"otc.eomesosoYkg a-ozO6 FEAASSA3ag£8Ean3358bszexdnt3. m w *ENGINEERINGGROUPLLC3040ARCTICBLVD.SUITE300ANCHORAGE,ALASKA99503PHONE:(907)562-3252FAX:(907)561-2273PERRYVILLE,ALASKARURALPOWERSYSTEMUPGRADETANKFARMLAYOUTDATEBYREVISIONNO.10/14/11PlotDate.AMHDesigned,KRHApproved.Sheet No. SHEET. rie.J:\Vobsdata\30403.15PerryvilleBfu\00CADD\O1WorkingSet\01Civil\Design.dwgS2zgzot383SiBEOWSgeG<8 Sati ulSONLSé<ob Wi ss8seQsi *Aweot5#2 £4.o xP?omoe°atO§6 * * * 5 (TYP) 6FT CHAINLINK SECURITY FENCE 28,000 GALLON 28,000 GALLON 28,000 GALLON 13,500 DIESEL AST DIESEL AST DIESEL AST GALLON GASOLINE AST Oo|4 BaegseBsaEBscE!2 i255 CIDE ESS SG SS = >w 2283SEVERINAS5PEt(NP)NON-WOVEN GEOTEXTILE - GRUB EXISTING GRADE AND PRIMARY MEMBRANE LINER REMOVE ORGANIC SOILS NON-WOVEN GEOTEXTILE EXISTING GRADE FaGRAPHICSCALE< 5 9 5 10 a1TANKFARMSECTION¢S »SCALE:GRAPHIC SCALE IN FEET 4 =é<we GnBuw>J wn =Ss «¢&5 oyeeoo &3a|< oa i) = =<=|6'- . S oH 18-9",ee HOSE REEL1920'-5'ENCLOSURE BULK TRANSFER > .|other!f CONTAINMENT 5 TOP OF DIKE ELEV 30.0 = 3,000 GALLON ULSD AST FG ELEV 27.5 |15-6"| g yp =|g-=+Dp -- wn wont fe ES Z "Er.g 7:a z Ee we ae WET rts Co aeeeo/s vo eo er” NON-WOVEN GEOTEXTILE PUMP CABINET EARTHEN COnIKE (TYP)\PRIMARY MEMBRANE LINER EXCAVATE MINIMUM 2° NON-WOVEN GEOTEXTILE BELOW FINISHED GRADE IN EXISTING GRADE CONTAINMENT AREA o z GRAPHIC SCALE - 5 ()5 10 |=]a &2)ANIC FARM SECTION eee =|=|4 * q fSCALE:GRAPHIC SCALE IN FEET S|y 2se=5 gza656« Sheet No.C4 SHEET OF. rie,J:\dobsdata\30403.15PerryvilleBfu\OOCADD\O1WorkingSet\O1Civil\30403.15_Tanks.dwgSOOSEaLa%CENERAL NOTES:SPECIFIC_NOTES:gebadeg FHOOLIG£8oOo>o 1.TANK SHALL BE A NEW,UL 142 USTED [>SHOP FABRICATED BOLT ON LADDER AND CATWALK <O8SL m8 ulANDLABELED,12'#x33°HORIZONTAL SINGLE NOAM ON wou ty F<W T 'AILED.IPE SUPPORT STAND-Ti NLY)HEL $ALL AST AS DETAILED [Z>PPE OFF {2 TANKS ONLY)SSN eHow ord tate Ed2-b fe2.INSTALL PRESSURE RELIEF VALVE ASSEMBLY [>>7 THREADED PENETRATION (PRV CONNECTION/SPARE)ON SITE PLAN o&8<§52°8a,ON ONE TANK PER PRODUCT TYPE.a ©8[>7 THREADED PENETRATION (GAUGE HATCH INSTALLED =_&e . 3.SEE SHEET G3 FOR DETAILED COMPONENT ON 2°x4"NIPPLE)Tk * SPECIFICATIONS.mo =* [S>>2 THREADED PENETRATION (WATER DRAW)3"FILL/ISSUE TTT ey ee[E>7 THREADED PENETRATION (CLOCK GAUGE WITH i STILUNG WELL)Hh,hi nin _ [7>3”FLANGED PENETRATION (HIGH LEVEL FLOAT)igle O ®Fo O ce)O ce) [E>7 THREADED PENETRATION (PRESSURE VACUUM VENTWITHWHISTLEALARM)el [o>24”MANHOLE 4 pow y[fo>4"THREADED PENETRATION (SPARE W/PLUG)"=7 Re.-=?PBSR 4 BeSh[TE>10"FLANGED PENETRATION (EMERGENCY VENT)T=[|7 (ys 2 iFZ>1 FLANGED PRV (PRV,75 PSIG SET PONT)U 7 Z oyek&Ww oeg.[EZ>J FLANGED PENETRATION WITH DOUBLER PLATE (TANK PLAN VIEW Po ebbFILL/ASSUE)g wm 3”MOTORIZED BALL VALVE NOTE:QO x TANK DETAILS ON THIS SHEET ARE NOT TO BE USED FOR PROCUREMENT PURPOSES WITHOUT a 2 SUPPLEMENTAL WRITTEN SPECIFICATIONS.ENGINEER TO PROVIDE TANK PROCUREMENT oF SPECIFICATIONS UNDER SEPARATE COVER.CONTACT ENGINEER A MINIMUM OF 2 WEEKS PRIOR =Sg TO BEGINNING PROCUREMENT.6 5:3 pre)Lureo;£2 VENT &/y 4 na i a z -6 ,ee EB ACCESS LADDER,1"PRESSURE RELIEF VALVE reecacacarssones &&o 6S RAILING,AND SET @ 75 PSIG Shoe 7 a to a o GRIP_STRUT ens nE &&8 im &a°PLATFORM BO tal L =,==a ©> 95%-CR HIGH ALARMeaa|eox-tuchTRANSPUMP OFF zga Zz =Fs 1”SCH 80 PIPE x 5 ™28,000 GALLON 12's X 33°SINGLE WALL AST PIPE.SUPPORT UNI-STRUT PIPE STAND-OFF SUPPORT,SKID mt TANK SADDLE zMOUNTEDSSKIDFTFILL/ISSUE |as LOW LEVEL g= Ng i RESTRAINT Low t # £az!3 =«SKID (W5x35 MIN)PUNI-STRUT PIPE"§\|E iA PC hn gaa TA SEES CC eC 1SUPPORT,SKID z 2 WARS wouNTeD |WJ VARKER ESERIESY4mY,mY,WY,,4 ,CONCRETE STRIP TOW BAR END VIEW °FOOTING AND SKID RESTRAINT TION VIEW \-/)g =|x z=CONCRETE (.1.\28,000 GALLON SINGLE WALL TANK (TYP 3)3)2|BESTRIP<t FOOTING \cs/)S|8 3 c o GRAPHIC SCALE:INCHES - Sheet No.C5 rie:J:\Wobsdata\30403.15PerryilleBfu\0OCADD\O1WorkingSet\O1Civil\30403.15_Tonks.dwgSs2OO3az GENERAL NOTES:SPECIFIC NOTES:ges 2 63 'iHESLG£8oO> 1.TANK SHALL BE A NEW,UL 142 USTED [>SHOP FABRICATED BOLT ON LADDER AND CATWALK FLEX CONNECTION Zo8 st >73 qlANDLABELED,10'sx23'HORIZONTAL SINGLE INSTALL IN soos iWALLASTASDETAILED.[Z>PIPE SUPPORT STAND OFF (2 TANKS ONLY)LOCATIONS SHOWN oe Wis $8ONSITEPLANS820 A2.INSTALL PRESSURE RELIEF VALVE ASSEMBLY [>7 THREADED PENETRATION (PRV CONNECTION/SPARE)n&8 <5*2 1.ON ONE TANK PER PRODUCT TYPE.su 2 <[>>7 THREADED PENETRATION (GAUGE HATCH INSTALLED ll as Pa 3.SEE SHEET G3 FOR DETAILED COMPONENT ON 7x4"NIPPLE)|_-* SPECIFICATIONS.in ; FILL/![5>2 THREADED PENETRATION (WATER wan 2)5 FILL/ISSUE . = TIT:= [E>2 THREADED PENETRATION (CLOCK GAUGE WITH Tope STILUNG WELL)Hy IE ce28 .PENETRATI i iw?[Z>3°FLANGED PENETRATION (HIGH LEVEL FLOAT)b pH O@e0 5 Qa O ©re)aa [E>2 THREADED PENETRATION (PRESSURE VACUUM VENT '«8 Sd =WITH WHISTLE ALARM)WH g ue FES [>24"MANHOLE -A rote YU=|a ->>(D>4”THREADED PENETRATION (SPARE W/PLUG)TTS]|i 3 =BepooegEe [TE>10°FLANGED PENETRATION (EMERGENCY VENT)LU |Bs ai !528%E Y San%1”FLANGED PRV (PRV,75 PSIG SET POINT P3 Ss[>()PLAN VIEW ,:Beye[E>3 FLANGED PENETRATION WITH DOUBLER PLATE (TANK @ 2083FILL/ISSUE)g ge wa 3*BALL VALVE NOTE: a x TANK DETAILS ON THIS SHEET ARE NOT TO BE USED FOR PROCUREMENT PURPOSES WITHOUT a 2SUPPLEMENTALWRITTENSPECIFICATIONS.ENGINEER TO PROVIDE TANK PROCUREMENT oF SPECIFICATIONS UNDER SEPARATE COVER.CONTACT ENGINEER A MINIMUM OF 2 WEEKS PRIOR Ni SgTOBEGINNINGPROCUREMENT.¥5s =<-F 4 ;eeua=3%8 S [ag zsy&oe Oo =ziWaoOQz3 ACCESS LADDER,1"PRESSURE RELIEF VALVE ws RAIUNG,AND SET @ 75 PSIG &=- GRIP.STRUT (re °8 9PLATFORM|im_-_-A 95%--CR HIGH ALARM wacalloo90%-HICH Zz TRANS PUMP =OFF Fas 1",SCH 80 PPE |N : 13,500 GALLON 10's X 23°SINGLE WALL AST PIPE SUPPORT I UNI-STRUT PIPE STAND-OFF SUPPORT,SKID a TANK SADDLE MOUNTED ;| 2 SKID g3FILL/ISSUE RESTRAINT &@'|!>LOW LEVEL w c 3 HOR ALERT x SKID (W8x35 MIN) iz t UNI-STRUT PIPE/"§E AOA NnAan ana ART Pa RE SKA -ae ar i :SUPPORT,SKID PTR QRSSSSwounteD=MJ SEARLESox;: .END VIEW CONCRETE STRIP TOW BAR FOOTING AND SKID RESTRAINT SECTIONVIEWA KE)Z =|zr xCONCRETE(.1.\13,500 GALLON SINGLE WALL TANK (TYP 1)+2|3 &x <q FOOTING \ce/>z-)el:30 ous _30 80 sf 3 8 8-_|aa a =)<GRAPHIC SCALE:INCHES Sheet No.C6 rie:J:\Yobsdata\30403.15PerryvilleBfu\OOCADD\O1WorkingSet\O1Civil\30403.15_Tonks.dwqSsweean:3 E a 3,%GENERAL NOTES:SPECIFIC_NOTES:gts <3 ts aHEOLIGESoo>> 1.TANK SHALL BE A NEW,UL 142 USTED [>SHOP FABRICATED BOLT ON LADDER AND CATWALK a08S =Pt wlANDLABELED,6'#x15'HORIZONTAL SINGLE soo 5 =WALL AST AS DETAILED.[2>PIPE SUPPORT STAND-OFF (2 TANKS ONLY)FLEX CONNECTION or EWG $8INSTALLINeeeOsgx a2.INSTALL PRESSURE RELIEF VALVE ASSEMBLY [33>7 THREADED PENETRATION (PRV CONNECTION/SPARE)LOCATIONS SHOWN HeS<S*s EM,ON ONE TANK PER PRODUCT TYPE.ON SITE PLAN a Ue \[#>7 THREADED PENETRATION (GAUGE HATCH INSTALLED ag 3.SEE SHEET G3 FOR DETAILED COMPONENT ON 2x4"NIPPLE)* SPECIFICATIONS._ « [E>2 THREADED PENETRATION (WATER DRAW)7 3 FILL/ISSUE 4 By(E>7 THREADED PENETRATION (CLOCK GAUGE WITH NT on - STILUNG WELL)|= [>3"FLANGED PENETRATION (HIGH LEVEL FLOAT) [&>2 THREADED PENETRATION (PRESSURE VACUUM VENT [Apt oO S ©O QO.0 OWITHWHISTLEALARM)' [a>24 MANHOLE Of,==O 4°THREADED PENETRATION (SPARE W/PLUG)Ay -L-A ;°a Bn>/7 .pa pede [I>10°FLANGED PENETRATION (EMERGENCY VENT)i :iv Asaipo:$38(z>1”FLANGED PRV (PRV,75 PSIG SET POINT)W LG Q z 867)QE Beyewa&x[[3>3°FLANGED PENETRATION WITH DOUBLER PLATE (TANK PLAN VIEW y oseeFILL/ISSUE)g 3 a 3°BALL VALVE NOTE: TANK DETAILS ON THIS SHEET ARE NOT TO BE USED FOR PROCUREMENT PURPOSES WITHOUT SUPPLEMENTAL WRITTEN SPECIFICATIONS.ENGINEER TO PROVIDE TANK PROCUREMENT SPECIFICATIONS UNDER SEPARATE COVER.CONTACT ENGINEER A MINIMUM OF 2 WEEKS PRIOR TO BEGINNING PROCUREMENT. VENT&menewN8]PERRYVILLE,ALASKARURALPOWERSYSTEMUPGRADE3,000GALLONSINGLEWALLTANKudqrPRESSURERELIEFVALVE&gSET@75PSIGYe9:qa'|Po zyrSCH80PIPEw---= cau 95%-CR HIGH ALARM PIPE SUPPORT Z|foox ceUNI-STRUT PIPE STAND-OFF \or SUPPORT,SKID TANK SADDLEMOUNTED zSKIDgfrrasa|238 om LOW LEVEL e€a #s 3 o Aer . LJ NM'Ge”SKID (WBx35 MIN)bd .UNI-STRUT PIPE”§Co eee ee;otsaz eeoe SUPPORT,SKID ORR ROR RORYPSs"Q"sav SS wanes KD \SRREIIIIEERERRERRSEANWIYYYSLLCONCRETE.STRIPENDVIEWFOOTINGANDSKID RESTRAINT SECTION VIEW A = z =|=x =xCONCRETE(.1.\3,000 GALLON SINGLE WALL TANK (TYP 1)s}2/3}&FOOTING Yer)og |lyx0a)5 ¢8 GRAPHIC SCALE:INCHES 23 é 8 2 Sheet No.C7 rue:J:\Yobsdata\30403.15PerryilleBfu\OOCADD\O1WorkingSet\O1Civil\30403.15PROTECTEDDISPENSING.dwgz>z£5 2) .Se ¥SPECIFIC NOTES:GENERAL NOTES:ges<353 sinEDLIdsEB(>SHOP FABRICATED BOLT ON LADDER AND PLATFORM (OWNER 1.TANK SHALL BE A NEW.UL 142 286 <5 55 ulPROVIDED)&2085 LISTED AND LABELED,sooae i7x11'LONG HORIZONTAL EUS [Z>2”FPT SECONDARY TANK MONITORING BUNG WITH MPT PLUG DOUBLE WALL,PROTECTED TANK 25a"ay xaASDETAILED.BES ze is*k SUBMERSIBLE PUMP -Su wz ot ome>2.ALL THREADED PENETRATIONS FPT.BOLT-ON toe Wate go a \ ""”Og *[&>2”CLOCK GAUGE INSTALLED ON 2"X18"NIPPLE.SET RFE?)3.ALL REQUIRED PENETRATIONS,(OWNER-PROVIEDED)* ARROW AT 50%LEVEL AND RED ARROW AT 90%STANDOFFS,PIPE SUPPORTS fTC., * SHALL BE BOLT ON OR FACTORY[S>3°FLANGED 4-POSITION LEVEL SWITCH.SENSOR POSITIONS INSTALLED.FLELO WELDING ON (BYFACTORYSETASSHOWN.TANKS [tS PROHIBITED,, [E>2”PRESSURE VACUUM VENT WITH WHISTLE ALARM.|INSTALLON3”BUNG WITH 3X2 REDUCING BUSHING &2"X24"NIPPLE. FEED CABLE THROUGH PIPE PRIOR TO CONNECTING TO TANK.lam SET WHISTLE TO ALARM AT 90%FULL.ES | (7>2"FPT GAUGE HATCH INSTALLED ON 2"8X4”LONG NIPPLE v 8”FLANGED PRIMARY EMERGENCY VENT 3 80Bin [S>1"THREADED WATER DRAW -A Beotooaeveanerye8s 20"MANHOLE ---¢3 =--9 755°>=mn ee £8 (>2°FILL Saas 3 m PREPat=3 5 ge [=>8"FLANGED SECONDARY EMERGENCY VENT ===|g . [>ANTI SIPHON VALVE LLulrTiNG Luc A)TYP OF Ney,[4>2°98 X 12°L FLEXIBLE CONNECTOR (NPT x FLOAT FLG)(2)ZlwOoer [[5>2”FLANGED CHECK VALVE PLAN VIEW &8eOoAw 2”FLANGED BALL VALVE 2 5S G2nn$=85<a a-y SouynSE2¢«#3 BOLT-ON LADDER AND =ww egCATWALK(DESIGNED &oO 76 BY TANK ey wooo ZYMANUFACTURER)a2|a]oc ted GASOLINE DISPENSER z 3 x zi@ i i= ;8 |:coy |z----[losn-ceHIGHALARM B \|90%-HIGH |z TRANS PUMP = OFF xFLAMMABLEnN 3,000 GALLON _[50%-OPERATOR GASOLINE &ALERT a(s Pa Zz -9°|||| LI LOW LEVEL 4 ALERT U x W8x35 PRED eR RASS ,CONCRETE/_8 )SDOOIOA DS OPAVMAVA AWAD OW AYO AYIV NYY OY DM Oy DOOM 3 STRIP FOOTING\-/ SECTION VIEW Zz]x &<=x 3 3c(1 3,000 GALLON PROTECTED DISPENSING TANK ge 8 \cs8/a 5 << Sheet No.C8 SHEET.OF. rie:J:\dobsdata\30403.15PerryvilleBfu\0OCADD\O1WorkingSet\OtCivil\30403.15_HoseReelEnclosure.dwgLANLENEALNE AENEAN LALA LANES NE NSNEALE N 1”PRV ---+- METER --1__| FLEX CONNECT - ] HIGH FLOW HOSE NOZZEL 2”HOSE REEL | 2"ARCTIC HOSE - | 1.DOORS NOT SHOWNeaFORCLARITY oo0000 o00000 000000 000000 2 "9 x 8"LONG SCH 40 PIPE WELDED To CORNER ANGLE '»ma vp eS >Pe&°v.STATIC GROUNDING wa BOND TO GROUNDING SYSTEM /1.\TRUCK FILLHOSE REEL PIPING\ca/SCALE:NTS TYPE B-36 18 GA GALV STEEL CORRUGATED ROOF,ATTACH AT 8”OC IAW MANUFACTURES RECOMMENDATIONS|1-0"J L3x3xh"-2_,-|1-0"J L3x3x%"(TYP) He"L2x2x%”DRIP EDGE :| "a TYP%(YP) Ly re PeL3x3x%"(TYP) \|ee 4x4x0 GA SS WIRE FABRIC WELDED TOINSIDEOFANGLE(TYP SIDES,BACK AND SEPARATING FAR LEFT BAY FROM OTHER 3) mt :1]6-10" 73"NI]|2-5"| Nar TUBE STEEL (TYP) TRUCK FILL COMPONENTS NOT SHOWNA 3-10" ENCLOSURE LOCK ian +fee PLATE (TYP) ia J L3x3x%” BRACE x A A rT A yb ay WRI Rex)pets OexKe- .i,RRR i" ; OR 8”CONC SLAB POURED WITHIN 8x%”S'-0”SIDE PLATES w/#5 BARS AT 12”OC 6'-0"EA WAY,WELD BARS TO SIDE PLATES (2.\TRUCK FILL HOSE REEL ENCLOSURE SECTION\ca/SCALE:NTS SHEET NOTES: SEE SHEET Cxx FOR ADDITIONAL ENCLOSURE FABRICATION DETAILS AND DIMENSIONS. ALL STEEL TO BE COATED IN ACCORDANCE WITH THE SPECIFICATIONS.StateofAlaskaDepartmentofCommunityandEconomicDevelopmentS$«8<$83 5Ws23ia9Sauwl<a stWigBsOspxaC575qa.rs =ENGINEERINGGROURLLC3940ARCTICBLVD.SUITE300ANCHORAGE,ALASKA99503FAX:(907)561-2273PHONE:(907)$62-3252uJLuQa5a863aqag5?S3 Za<-#;Sow4Swv@baa]fs} >&orrr][ndzmFFwiesoO:wua¥oa 2&tor S xaoe5a #<fa} > Do z fe} ec Sz AMHDesigned.KRHApproved. rie:J:\Vobsdata\30403.15PerrwilleBfu\OOCADD\O1WorkingSet\O1Civil\30403.15_DETAILS.dwgWELDED STEEL PIPE(S)(SCHEDULE AND SIZES AS PECIFIEDSPECIFIED)wictRUT PIPE STRAP,TYP. 1-5/8"UNISTRUT CHANNEL &x 6°AWW TIMBER ELECTRICAL CONDUIT (NUMBER AND SIZES AS mee |AS REQUIRED | /1\TIMBER PIPE SUPPORT \c10/scate:NTs 3/4”THREADED BALL VALVE WITH CAP 3/4"NIPPL 3/4"THREAD-O-LET PIPE (2 PRESSURE TEST CONNECTION \C10/scate:NTs 3”WIDE REFLECTIVE TAPE 4"SCH 80 STEEL ; PIPE.FILL WITH 5 CONCRETE AND 1 PAINT CAUTION YELLOWDEcELs 15"SONA TUBE (3.\DETAIL -BOLLARD \cto/scate:NTs GALV STEEL OR FRP HANDLES SLIP-ON COVER WITH 1”LIPCALLAROUND DRIP PAN TO BE CONSTRUCTED OF %”PAINTED STEEL StREINFORCED CONNECTION POINT TO CHAIN DRIP PAN TO PIPESTAND %4"@ BULKHEAD FITTING (BANJO MODEL TFO75SS)w/ THREADED STEEL BALL VALVEwv (4)DRIP_PAN\cio/SCALE:NTS 47-10" 2"|.(TWP)| ©)(0)(oO {|DIESEL.ULSD GS \\ FUEL SIGN HUNG BENEATH HEADER | (TYP 3;SEE NOTE BELOW) 374" HEADER SUPPORT CONSTRUCTED FROM 4”SCH 40 STEEL PIPE V/V/VS [|OTeSlaySVleae"Weel eli"-T SECTION A-A NOTE; CONSTRUCT PRODUCT SIGNS WITH 3”HIGH WELDED LETTERS ON %”STEEL PLATE.HANG FROM HEADER PIPING w/4"@ SS CABLE. FLANGED CHECK VALVE MALE QWIK CONNECT COUPLING WITH CAP FLANGED GATE VALVE WELD STRUT TO TOP OF -7TUBESTEELSUPPORT. ATTACH PIPELINE WITH PIPE CLAMPS AS SHOWN 2X2X"ANGLE (TYP 2 EAVERTICALSUPPORT) --TO BULKFUELTANKS |]QLL |N FLANGED STRAINER DRIP PAN SECURE DRIP PAN TO PIPE STAND WITH PADLOCK AND CHAIN A (5\TANK FARM TRUCK HEADER\c19/SCALE:NTS StateofAlaskaDepartmentofCommunityandEconomicDevelopmentSsa<383 5Ws3<iSadwlCo6Lui38OsqixA<3,°oa R)4s4%wD@,+,(6)a5 fo.eREEasaARsgsksQs250OWl®mw Egvsi3824&getQ wa uJ a < a oO<<a wn332bs=b =w8 ;££§4"ws3Ww=w ZzSsoy5aeoeo6#8 84= = [ng > wa >» fon} z S w a ax S z = x_=x a3]2]3 &-< aodS|2 gws&&&«2ao a 6 « Sheet No.C10 SHEET. Appendix D Alaska Energy Authority Training Program Alaska Energy Authority Training Program Advanced Power Plant Operator Training This advanced course prepares the student with the necessary knowledge and skills to diagnose and repair failures in power plants.Program content includes:review of electrical fundamentais: testing equipment;basics of computerized engine control systems;sensors and actuators; electronic signatures and waveforms;and diagnostics and testing. Bulk Fuel Operator Training This course provides students with the knowledge and skills necessary to safely operate and maintain a bulk fuel storage facility while complying with state and federal laws.Program content includes:bulk fuel storage facility construction;facility operations;tank farm inspection criteria; facility maintenance;inventory control;tank farm safety;detection of spills;and spill response planning. Hydro Training This course will train local operators to ensure that hydro facilities can be sustained over the long- term.Program content includes:overview of the hydro plant,including the hydrology and fuel systems;operation of all systems involved (i.e.hydro,diesel,system voltage control,and safe clearance procedures);maintenance of all systems involved (i.e.hydro,diesel,reservoir and electrical distribution system);and record keeping. itinerant Bulk Fuel Training This course is a follow up to the bulk fuel operator training.An instructor will travel to the communities of students previously trained in the Bulk Fuel Operator Training program to provide on-site training.Training activities will include an initial physical inspection through the tank farm; identification of operation and maintenance needs;hands-on repairs and replacement of minor maintenance needs;and additional on-site training of specific facility concerns and considerations.Training on reporting requirements,if needed,will also be provided. Power plant Operator Training This is the entry level course for power plant operators and provides them with the necessary skills to operate and maintain a power plant.Program content includes:theory,maintenance and troubleshooting of engines,electrical systems,and generators;introduction to electrical distribution systems;operation of diesel electric sets;control panels;paralleling generator sets; load management,fuel management;waste heat recovery;plant management;and power plant safety and industrial CPR. Spill Response Training This course is on-site in communities that have fully completed,operation-ready bulk fuel tank farms.Training wili address all the DEC,US Coast Guard and EPA measures of compliance. This training assures the tank farms will be in compliance with all governing agencies.Training includes a spill response drill. Utility Clerk Training This course focuses on Power Cost Equalization (PCE)reporting;Regulatory Commission of Alaska (RCA)reporting;how to apply for bulk fuel loans and general accounting practices that utilities can use to keep their records and reports current.Courses are planned for Anchorage as well as select hub communities. For further information,please contact Monica Moore,Training Program Manager at.Tel.(907)771-3026,Fax (907)771-3044,mmoore@aidea.org