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Port Graham Bulk Fuel Consolidation Preliminary Design Final April 2000
Port Graham Bulk Fuel Consolidation Preliminary Design Report FINAL Prepared for: Alaska Department of Community & _Economic Development Rural Energy Programs/AEA333W.4"Ave.,#313 Anchorage,Alaska 99501 HDR Alaska,Inc. 2525 C Street,Suite 305 Anchorage,Alaska 99503 April 2000 Port Graham Bulk Fuel Consolidation Preliminary Design Report Table of Contents 1.0 --_Executive SUMMary ou...ecssccsecerscscecenscssessessenseesesscecssecssseessscescessaessseaseasenscecsscssesessceuscesecesseusecenscsasones 1 2.0 -IntrOductiot........ee ecccsssesscsecsecceccesceecsecesceecsscescessssscessescsesessssnsessessesseeesesssscessecssssrssessesseeeecsesensssensesessses 2 3.0 Existing Facilities 2.00...csssssssccscseccecssscssccsscsscescsecessssasssceeceessssseseeseesusssssasessessesceeseversseseescssssessesseceusess 2 3.1 Defi SCION CICS 0...eee esssescsecseccescescsacenscsscsscsacessssacsanensesscesesssensessesseensesssssesscsnsesseseesecnscnsessesnsssesceesssnscents 3 3.1.1 Village Fuel Farm:Site Deficiencies..............c:cccscsssccssscsscesscesscssscssscssvesencerscssssasssesssecsosssosscoescosseses 4 4.0 Current Fuel Consumption............ccc ccssssccescsssescessssscssneceserssesenseuesscessessasensssnessasasasseasesessneessssenssensscsasoess 5 4.1 Future Infrastructure Improvements...............cc:ssssesssssscssscescescesscssesescesssessseessseessseacenseesseessessneeessenneoeees 5 5.0 Proposed Facility Description ..............ccssssssscsrsssccssesscousesssscesassscssececsssescesascessecessssacseeessessssassseesesaseatsaness 6 5.1 --Preferred Site...cessesscsesssesssssenseensecssnsenssssceseeessenssscosensasecsssceseacassssessonsessesesoessrssssseeseassssessesaesesenes 65.2 ----Gite Desig 00...cecccsscsescesscssecesrcessccsscssssesscesscesscssscensenscenscsesesseesseesaeaseesssesseeussessenssensecanceseeseeeasens 6 5.3 Secondary Containment ..............:ccccccssccsssssecsscscsssesecsccesccscesensceassersecsesencesaesenesensserssesseaesseeeseseseseeuasenssaes 8 5.4 Reuse of Existing Tanks...............:ccscsscsssssscsersscsscssessstenseseesencseesesseessessecsssnssseeseseseeesssssesesesenseesseesseessees 8 5.5 Piping and Appurtenannces ............cccccsssssssscseccecssccscceseensescsssecessseasenscesssscseseaceesssscsnesecessesscsacsesanesaseneeess 9 5.6 ----SOCUTILY oo...ee cecssesceeccscceessscescecensessssscsanesssesecanensssnsnssscsensssadeosonsensessseascossssssaseessessssssacsesoseserseaseaeous®9 6.0 -Perimittin go...cc cesssssscesceccesctsssessnrcesessscessssccsssessecenssnsssvscenscssssssseesensessessseceeeceessssensonesessssssensnssasenssasenees 9 7.0 Spill Response 0...ec cescesseesesseeessessessccssessssssssessesssscssseacessesnssscssssssssensassessssssaasesassussessssansessasseseseess 10 8.0 Ownership and Operating Proposal ...............ss ceessceeseescesecesetscsscseessonsenseseeecsessessceasesssansasessessaseusesseenesegss 10 9.0 -_Schedule............cccsscsssssssesessscssseccscsecssssccssenssnssnsoesecensesseascssecenssevsscssescssssdesseseessssesossesssessessusacseseeserseseenenes 10 10.0 Labor and Equipment...sesceeeeesssscsccesssscsssssssessesscacseesrsssensssseccseeseseseecascersceseensensesesesneeseesengenses 10 11.0 Cost Estimate...............cccsssscsccsscsscsesencesecsscsenssssnessccsscesesssssecssosssssassesssssssssessscacsssescessteesssesseeneesesseeaseenenets 11 List of Tables Table 1 Existing Gross and Usable Fuel Storage Capacity ...........cscssssssssssesssssessssseessesssssesseressssensseressseeseestens 3 Table 2 Port Graham Fuel Farm Deficiencies ................ccsesscssessesscsnssessessesnssssensccsscesscseeeccesseseensessesseserenseneeseenes 4 Table 3 Current Annual Fuel Consumption.................:cccssccccssscscsssesssssseseosesnsscesesseeasenensensenesasnesnsensensnesnseseseneeeats 5 Table 4 Current Annual Use,Estimated Future Use,and Proposed Usable Tank Capacity............cccssesesserseseeres 6 Appendix A Cost Estimate Appendix B Schedule Figure 1 Existing FacilitiesFigure2.Improvements PlanFigure3SitePlan Figure 4 Sections and Details Attachments:Bulk Fuel Database Revisions ADEC Documentation Available Equipment List Available Labor Pool Port Graham Bulk Fuel Consolidation Preliminary Design Report 1.0 EXECUTIVE SUMMARY The purpose of this project is to upgrade the bulk-fuel facilities in the Community of Port Graham into a code-compliant facility.There is only one bulk fuel facility in Port Graham, which is owned by the Port Graham Corporation.The Corporation provides retail sales of diesel fuel and gasoline for boats,home generators and other power equipment as well as provides storage and sales for the cannery facilities. Port Graham presently has approximately 100,000 gallons of gross bulk fuel capacity contained in four double wall tanks.The existing facilities are not compliant with current codes and regulations.The primary code deficiencies include the connection of bulk storage tanks over 12,000 gallons directly to a dispenser,improper piping,and improper wiring. The owner is in agreement on a site for construction of a new facility.This site is located adjacent to the existing facility and on Corporation land.All of the existing tanks will be reused and one single wall tank with similar capacity will be added.The gross bulk fuel capacity will be 130,000 gallons:A new triple product dispenser will be located near the existing dispenser and a marine fueling point will installed on a new fuel float attached to the Corporation cannery dock. The consolidated bulk fuel facility,pipelines,and dispenser are estimated to cost $770,000.This is a unit cost of approximately $6.85 /gallon of usable storage supplied. Port Graham Bulk Fuel Consolidation Preliminary Design Report 2.0 INTRODUCTION The Alaska Department of Community and Regional Affairs (DCRA),Division of Energy (DOE)contracted with HDR Alaska,Inc.(HDR)to prepare a preliminary design report for bulk fuel upgrades for the Village of Port Graham.DCRA/DOE issued a notice to proceed for this work on September 23,1999.[Note:there has been a consolidation of Departments and the DCRA/DOE has recently been changed to the Alaska Department of Community and Economic Development,Rural Energy Programs/Alaska Energy Authority (AEA)]. The purpose of this project is to upgrade the existing bulk-fuel facilities in the Village of Port Graham into a code-compliant facility.Currently,all of the bulk storage is located at one facility,but it is not code compliant. Available information on the Village and its existing bulk fuel facilities was collected and reviewed.This information included: e The DCRA community profile of Port Graham e The AEA bulk fuel database e A previous report by Arctic Slope Consulting Group dated 1999 regarding the bulk fuel site in Port Graham : e AIDEA/AEA power cost equalization records for the Village e Village fuel sales records Representatives from HDR Alaska and EDC conducted a field investigation on October 27, 1999.The existing tanks and piping were evaluated for integrity and possible reuse.The Village's preferred site for tank consolidation was explored and options for fuel supply and distribution methods were discussed with Village representatives. 3.0 EXISTING FACILITIES The Village Corporation presently owns and operates its own individual bulk fuel site.All of the bulk fuel storage for Port Graham is located at one site,which is owned by the Port Graham Corporation.There are no other entities in town which require bulk fuel storage.The school uses propane and the electricity is supplied from Homer. This current bulk fuel site is located on a spit near the cannery.All of the tanks are double- walled.The storage tanks were constructed in Port Graham and were completed from 1992- 1993.Also to be mentioned in the existing facilities summary are three dispensing tanks that are stored by the existing tank farm.The tanks are new 2,000-gallon double walled fire tanks,which have not been used and are owned by the Corporation. The useable bulk storage capacity for the existing tank farms (excluding the new dispensing tanks)has been estimated using the gross tank capacity multiplied by a factor of 0.9 to accountforunusablespaceinthetanks.Table 1 lists the ownership,gross capacity,usable capacity,fuel Port Graham Bulk Fuel Consolidation Preliminary Design Report type,and location of all bulk fuel storage in the Village.Figure 1 shows the locations of all existing tanks. Table 1 Existing Gross and Usable Fuel Storage Capacity DOE Ownership Gross Usable Fuel Tank Location Farm#-Capacity Capacity Tank#(Gallons)(Gallons) 1-1 Port Graham 25,400 22,800 Diesel*Village cannery site Corp. 1-2 Port Graham 25,400 22,800 Diesel*Village cannery site Corp. 1-3 Port Graham 25,400 22,800 Diesel*Village cannery site Corp. 1-4 Port Graham 25,400 22,800 Gasoline Village cannery site Corp. TOTAL 101,600 91,200 ----- *Current diesel stockpiles are of diesel #1,but this changes seasonally The Port Graham Corporation also owns and operates a dispensing system.Dispensing transactions are currently carried out in the nearby store.The dispenser is a dual fuel dispenser and is connected to the existing tank farm with above ground pipelines.It is used to dispense fuel to individuals as well as the fuel trucks for the local logging operations.The dispensing of the two different types of diesel is determined by what is needed at the time and is accomplished by closing and opening the appropriate tank valves.When to open and close the valves is only an estimate,therefor fuel mixing between diesel #1 and #2 in the dispensing line and in the tank to be filled is a likely scenario. 3.1 Deficiencies The site is not compliant with current codes and regulations.Code requirements are based on the Uniform Fire Code (UFC),1997 edition,as adopted and modified by the State of Alaska (13AAC50.025);US Coast Guard regulations for Facilities Transferring Oil or Hazardous Materials in Bulk (33 CFR Part 154);and U.S.Environmental Protection Agency (EPA)Oil Pollution Prevention Regulation (40 CFR Part 112).Additionally,all electrical equipment and wiring must be installed in accordance with the National Electrical Code.Applicable portions oftheUFCareArticle52-Motor Vehicle Fuel-Dispensing Stations,Article 79 -Flammable and Combustible Liquids,and Appendix II-F -Protected Aboveground Tanks for Motor VehicleFuel-Dispensing Stations Outside Buildings,pertaining to aboveground tanks at dispensingoperations.The State of Alaska has recognized the difficulties in rural dispensing operations andhaspreviouslyapprovedrequestsformodificationtocoderequirementsforabovegroundtanks.The acceptable modifications have been formalized in a Memorandum of Agreement datedJanuary29,1999 between the Division of Energy and the Division of Fire Prevention.ProposedfacilitieswillbedesignedbasedontheapplicablecodesandtheMemorandumofAgreement. Port Graham Bulk Fuel Consolidation Preliminary Design Report 3.1.1 Village Fuel Farm:Site Deficiencies The Village site contains four welded bulk fuel storage tanks.Each of the tanks is double walled.Three tanks provide diesel fuel for vehicles,machinery and heating.One tank provides gasoline for retail sale to the public for vehicles and boats.All tanks are supported on 3”x 12” treated timbers laid flat.The overall condition of the tanks is good,with some surface rust and paint damage.The site is not fenced or lighted.Table 2 details deficiencies noted at this tank farm during the field investigation. Table 2 Port Graham Fuel Farm Deficiencies Deficiency Code Comments Tank Deficiencies: Inadequate emergency venting for fire UFC 7902.2.6 Code requires emergency venting. exposure Dispenser tanks connected directly tobulk |UFC 5202,3.4,Dispenser tanks to be isolated from bulk tanks tanks Containment Deficiencies: Small discharge containment (drip pan)33CFR154.530(b)(1 |2 barrels (84 gallon)capacity required for capacity is less than required for marine )header size. fill pipelines Piping/Valving Deficiencies: No check valve is provided in the marine UFC 7901.11.4 Check valve is required to prevent backflow. fill pipelines Leakage is evident in piping system near UFC 7901.11.Leak free joints and piping required tanks Above ground pipeline is not adequately UFC 7901.11.3 &Pipeline is inadequately supported and supported and protected UFC 7901.11.6 inadequately protected from corrosion and physical damage. Pipeline contents not identified UFC 7901.9 Labeling of pipelines required Dispenser Deficiencies: Tanks connected to dispensers are larger UFC Appendix II-F |Maximum dispensing tank size is 12,000 than allowed par 4.3 gallons Automatic shutoffs at the dispensers are UFC Appendix II-F |Automatic shutoffs are required. not available par 6.4 Emergency power shut off is not available |UFC 5201.5.3 Easily accessible power shut off is required. Dispenser enclosure is not fire resistant UFC 5201.4.1.2 Enclosure is constructed of combustible material (wood). Inadequate protection from physical UFC 5202.5.3.2 No bollards are present at the dispenser.No damage shear valves are located at the base. Fire protection equipment is not provided |UFC 7901.5.3 &Fire extinguishers are required at dispenser on site UFC 5201.9 and tanks. Improper wiring at the dispensing pumps UFC 5202.6 and the |Code requires explosion-proof components. National Electrical Code The following deficiencies are common to all of the locations investigated:Site does not includewarningsignsorfireprotectionequipment(UFC 7902.1.3),and piping and tank contents are notidentifiedclearly(UFC 7901.9 and 7902.1.3).The dispenser location also lacks lights for nighttime operation. Port Graham Bulk Fuel Consolidation Preliminary Design Report 4.0 CURRENT FUEL CONSUMPTION The bulk tanks supply diesel fuel for Village equipment operations and dispense heating oil and gasoline to local residents.According to Village representatives,these tanks are currently filledapproximatelythreetimesayearonanaverageyear.(Construction projects and loggingin the area can greatly affect the fuel demandin Port Graham.)Thisis not a problem because fueling can take place year round in Port Graham. Annual fuel consumption information was obtained for the community for 1998.This was one of the coldest years in recent history and,according to Village representatives,a period of intense logging and construction activity,which increase fuel consumption.Table 3 lists current annual fuel consumption. Table 3 Current Annual Fuel Consumption Facility -Unleaded Diesel Fuel #1 Diesel Fuel #2 (Gallons)(Gallons)(Gallons) Port Graham Corp.Farm 39,000 120,000 87,000 Total 39,000 120,000 87,000 4.1 Future Infrastructure Improvements Infrastructure improvements such as the construction of new homes,a washeteria,sewage lift stations,or airport upgrades will increase fuel consumption for the Village.The population of Port Graham has grown fairly steadily over the past 20 years.It is therefore estimated that population will continue to grow in the near future which will also increase fuel demand.Other increases in fuel use may result from increasing use of power by consumers and increased logging activity.Finally,plans to install a marine dispenser could increase fuel sales to fishing vessels.To plan for these near-term increases in fuel requirements an estimate of 30%increase in fuel consumption by the Village will be assumed. The consolidated tank farm in Port Graham will be sized to serve the entire community.Tt willbedesignedtostoresufficientfuelforaminimumofthreemonths.This will give adequate timetorecognizeashortageandordermorefuelwithoutrunningoutwhileatthesametimeonlyrequiringamaximumoffourrefuelingeventsperyear.In addition the farm site will need to have enough space to add additional tanks in the future as the community expands and fueldemandincreases.Table 4 lists the annual use during the coldest year of the past twenty years,the estimated future annual use,and the proposed usable tank capacity.The usable capacity is based on the 90%usable volume of the tank volume Port Graham Bulk Fuel Consolidation Preliminary Design Report Table 4 Current Annual Use,Estimated Future Use,and Proposed Usable Tank Capacity Facility Annual Use During Estimated Proposed Useable |Nominal Tank Size Coldest Year (1998)Future Annual Use Tank Capacity and Number (Gallons)(Gallons)(Gallons)(Gallons) Village Gasoline 39,000 50,700 22,800 1 @ 25,000 Diesel #1 120,000 156,000 45,600 2 @ 25,000 Diesel #2 87,000 113,100 45,600 2 @ 25,000 Total 246,000 295,200 114,000 125,000 *School fuel use varies depending on frequency of backup generator operations The Village will require approximately two fuel deliveries per year for unleaded gasoline,3.5 deliveries per year for diesel #1,and 2.5 deliveries for diesel #2 twenty years from now. According to Village representatives,this delivery schedule is similar to the current delivery schedule of two to four deliveries during the average year. 5.0 PROPOSED FACILITY DESCRIPTION 5.1 Preferred Site The preferred site for the upgraded tank farm is directly behind and to the south of the existing tank farm,located in USS 510.The site is owned entirely by the Port Graham Village.In November 1999,the Land Title Company of Alaska,Inc.was directed to complete a title search on the land.Land Title has recently asked for more detailed information concerning the lot description,which has been forwarded to the Port Graham Corporation. The available parcel is between the bunkhouse and the foot of a steep embankment.The Bunkhouse and surrounding property are owned by the Port Graham Corporation and is used seasonally to house cannery workers and loggers.Upon preliminary visual investigation and . measurements there is adequate space to provide the 10'separation distance requirement between the proposed location of the tanks and the bunkhouse.The proposed site is located on the spit and can be easily expanded north onto the existing site for future growth and addition of new tanks as needed..The existing farm was remediated by Clearwater Environmental in 1997- 98 as a part of an effort to clean up fuel spilled from a leaking tank.AEA will conduct soil testing at the site.See Attachments for ADEC documentation.There are no water wells located with in 100 feet of the proposed site.An access road is present to reach the site. Gravel sources are present in the area,and will have to be further developed to extract the amount of fill required to construct the site pad and access road. 5.2 Site Design The system is designed to supply the Village of Port Graham and individual needs of theresidents,including the logging community.The proposed fuel delivery and supply system willconsistoffivebulkstoragetanks,a retail dispenser,a bulk dispenser,and a marine dispenser. Port Graham Bulk Fuel Consolidation Preliminary Design Report The tanks are filled with 3 separate fill pipelines.The dispensers are supplied from the tanks by three dispensing lines. The four existing 25,000-gallon tanks will be rehabilitated and reused.The tanks will be relocated directly to the south and placed in a diked containment area.A new,single wall storage tank of similar capacity will be constructed and also placed in the diked area to the south.Two of these tanks will store diesel #1,two will store diesel #2 and one will store gasoline.Dispensing tanks will be located where the storage tanks are presently located.The dispensing tanks will be the same elevation as the proposed tank pad.The land between the dispensing tanks and the storage tanks can also be used for future storage and to house the spill response equipment.A 2- foot tall dike will surround the pad. Retail dispensing will take place in approximately the same location as it is currently.A new triple product dispenser will be installed.The dispenser will provide all three products for retail sale.The dispensing units will be located in covered enclosures with a locking chain link access gate and will be protected with bollards.The dispensers will be accessible via a U shaped driveway.The Village Corporation will construct a heated building for an attendant to monitor fuel dispensing and to handle all fuel purchase transactions during scheduled fueling times.This will remove all fuel transactions from the store,which is desired by the Village.The funds to construct this building are not in the tank farm grant,and must be supplied by the Corporation. A float with a dual product marine dispenser will be installed for fueling boats with diesel #2 and gasoline.The float will be 20-foot by 20-foot and will be installed off the north end of the existing pier.A sliding ramp will be installed to connect the fixed pier to the float.The float will be held in place horizontally by four pilings,one on each corner.The fuel float will slide up and down the pilings as the tide rises and falls.The float decking will be fire resistant concrete and the ramp decking will be constructed of aluminum grating.The ramp will have a maximum slope of 3:1 at low tide.The marine dispenser will be operated remotely from the attendant building.A fueling schedule will need to be developed by the Village to inform the community of fueling hours.AEA will not fund marine dispensers.Funding for the marine dispenser and float will be provided by other sources. State fire marshall regulations require that retail dispensing from aboveground tanks must be done from tanks with capacities less than or equal to 12,000 gallons.The three existing 2,000- gallon tanks owned by the Village will be reused as dispensing tanks for the Village's retail sales of gasoline and diesel fuels. To accommodate the logging industry and other large-scale operations,a bulk dispensing facility will be installed between the bunkhouse and the bulk tanks.Bulk transfer pumps will be provided for both diesel and gas.Each fuel will have its own hose and reel system.A meter willbeinstalledtomonitortheamountoffueltransferred.A driveway will be provided for tank trucks to back down to the transfer site.A schedule and a payment method will need to be developed by the Village. Piping within the dock and cannery area will be located below grade.This is necessary becausethisisahightrafficarea.Piping outside the dock and cannery area will be above grade to allow Port Graham Bulk Fuel Consolidation Preliminary Design Report for easy pipeline leak detection and to access the pipeline for repairs.All pipes (fill and dispenser)will have the same general routing as the existing pipelines. 5.3 Secondary Containment Secondary containment for the fuel site is required for the site to be UFC and EPA code compliant.This containment must be liquid tight and contain the volume of the largest tank with sufficient freeboard for accumulated precipitation.Although the existing tanks are double walled,it has been concluded that an earthen dike would be more successful containing a typical fuel spill.This is because many of the spills that occur are not found to be the result of tank failures,rather of piping failures and operational errors such as tank over filling and improper tank valve operation.A double walled tank would not contain these types of spills.Therefore, an earthen dike will be constructed and lined with an impermeable geotextile. The walls of the dike will be erected at a 2:1 slope to a height of 2 feet and be covered with a 6- inch cellular confinement grid.The dike will be lined with an impermeable fabric that is flexible in cold weather and compatible with gasoline and diesel fuels.The liner will be protected above and below with layers of nonwoven geotextile.The lining system will be covered with a minimum of 12 inches of %”to 14”washed gravel and will be sloped to drain to a sump.The sump will provide a location for periodic pumping of accumulated precipitation. The bulk transfer facility will have a secondary containment liner built into the pad.The pad will be constructed with an 80-foot by 40-foot by 1-foot deep depression where the bulk transfers are to take place.The liner will be placed on this depression and serve as a basin to catch small spills occurring during bulk transfer operations.The construction of the depression and installation of the membrane will be similar to the construction of the dike.The top layer of porous gravel will fill the depression and create a flat travel surface for the transfer vehicle.The transfer area will also be equipped with a sump.The covered membrane will be sloped towards one corner where the sump will be located to pump out any accumulated precipitation. 5.4 Reuse of Existing Tanks All existing bulk storage fuel tanks were inspected and the following conclusions developedregardingtheirreuse.It was not possible to inspect the bottoms of the tanks;therefore,suitability for reuse will depend on a more thorough bottom inspection made when the tanks are relocated. e Village Bulk Tanks.The four 25,000-gallon bulk storage tanks will be rehabilitated and reused as bulk storage tanks for the new site.Tank rehabilitation will involve surface rust repair by the sandblasting and resurfacing of oxidized areas.Once the individual rust spots have been sandblasted,the entire tank will be re-coated.Modification of the emergency venting will also be required. e Village Dispenser Tanks.The three existing 2,000-gallon double walled fire protected tanks will be installed and used as dispenser tanks for the new system. Port Graham Bulk Fuel Consolidation Preliminary Design Report 5.5 Piping and Appurtenances All piping joints will be welded or flanged.Flanged joints will be installed to allow service access for pumps,valves,and other appurtenances.Stainless steel flexible connections will be installed between fixed appurtenances such as tanks to allow for differential ground movement. All piping will be Schedule 80.All pipes will be placed above ground on treated timber sleepers with the exception of high traffic areas,which will be underground.The above ground pipes will be secured to the sleepers with stainless steel pipe straps.All pipe joints will be welded and then coated to inhibit oxidation.) There will be separate marine headers for each of the different fuels.These headers will be located approximately where they are now,below the dock decking and will have a drip pan at the fill connection point.The barge will connect its dispensing hose to the connection point and pump fuel up to the storage tanks. For bulk transfer and dispensing,each tank will be isolated with a valve allowing each individual tank to be drained completely before switching tanks.For the Village bulk transfer operations,a transfer pump will feed a 1-1/2 inch hose from the respective headers.The hose will be placed on a reel and have sufficient length to reach the tank truck fill point. The retail sales fuel dispensing system will consist of a triple product dispenser and a dual product marine dispenser.They will both be supplied by 2-inch lines.The dispensers will include backpressure valves to prevent overfilling and shear valves and bollards to protect against collisions.. 5.6 Security The consolidated tank farm pad will be completely enclosed by a 6-foot tall chain link fence with a barbed wire crown.Two locking access gates will be installed in the fence at the site.On the east side of the site,access will be via double swinging gates.This will be the access to the transfer pumps for bulk fuel dispensing for logging and construction operations.Access for the dispensing tanks on the north side of the dike will be via a single swinging gate.The chain link gate on the dispensing enclosure will be lockable and will be the only public access to the dispensers.The perimeter of the tank farm,the dispensing area,and haul truck fill area,and marine dispenser will be lighted for winter and evening use as well as to deter vandalism.No lighting will be provided at the marine header since the barge operators provide their own lighting.All valving for the tanks and associated plumbing will be enclosed within the security fencing and will have locking caps to prevent tampering. 6.0 PERMITTING Because the new facility will have fuel storage tanks in excess of 660 gallons and will receive delivery by marine vessel,it will be subject to EPA and U.S.Coast Guard regulations.AnoperationsmanualandaletterofintentwillneedtobepreparedandsubmittedtotheCoastGuard.An oil spill response plan will need to be prepared and submitted to both the Coast Guard and the EPA.The facility will also require preparation of a spill prevention control and countermeasures (SPCC)plan.The total gross storage capacity of the consolidated tank farm is Port Graham Bulk Fuel Consolidation Preliminary Design Report 131,000 gallons,which is below the Alaska DEC 10,000 barrel threshold;therefore,a contingency plan will not be required.A set of plans at the 65%and at the 100%design will be issued to the State Fire Marshall office for review and approval.The permit requirements for the construction of the facility such as Corps of Engineers permits are currently being examined to determine which permits will need to be acquired. 7.0 SPILL RESPONSE Because the site is near the tideline,spill response will be crucial.A container will be placed at the bulk fuel storage site to house absorbent material,safety gear,and the spill response plans prepared for emergencies. Boom will not be provided at the marine header as the barge operators provide boom and typically deploy this boom prior to filling.Moorings for the barge are provided on the dock. This will allow them to turn off their engines during fuel transfer and deploy boom.Boom and other spill response equipment will be provided at the marine fuel dispenser.The Village will need to develop and implement a plan to keep the facility in working order. 8.0 OWNERSHIP AND OPERATING PROPOSAL The facility will be owned and operated by the Village of Port Graham.Bulk fuel operations, including barge deliveries,bulk fuel transfers,and general facility operations will be performed by a qualified employee.The cost of training this employee will be the responsibility of the Village. Operation and maintenance costs of the facility including operator salary,spill containment equipment,snow removal,and miscellaneous repairs will also be paid by the Village.The qualified operator will be responsible for all fuel facilities operations,repairs,and spill response. 9.0 SCHEDULE Assuming design NTP in May completion of design will be by the end of August.Plan review and ordering of long lead-time items will begin in late May.The materials should be ordered in time to arrive in Port Graham in late spring to ensure that construction can begin in early summer. Before the first barge arrives,existing equipment can be used to stock pile the gravel necessaryfortheconstructionofthepadinpreparationforthebargeandequipment.A schedule is included in Appendix B. 10.0 LABOR AND EQUIPMENT To construct the bulk fuel facility design,a variety of skilled craftsmen,operators,and laborers will be needed.Skilled craftsmen requirements include at least two welders to complete the pipeline.Welders will require a generator and a welding machine.Also required will be a 10 Port Graham Bulk Fuel Consolidation Preliminary Design Report mechanic to address any equipment problems that may arise during construction of the facility. A survey will be required to locate property boundaries and site features before construction as well as provide as-builts after construction is completed. Operators will be necessary to complete the earthwork for the dike,pad,access road,and also for tank maneuvering and placement.It is expected that backhoe operator,a loader operator,a bulldozer operator,two truck drivers,and corresponding equipment will be necessary.The equipment should be similar in size to a Cat 235 Excavator,Cat 966 loader (with forks),a Cat D- 4 bulldozer,and two 7-10 yard dump trucks.A vibratory roller is also necessary. Laborers will be needed to carry out the remaining work on the facility.Three laborers will be used to assist the welders,for fill placement and compaction,to assist the loaders with tank or heavy object maneuvering,sleeper construction and placement,fence and building erecting, along with other general tasks. To oversee the construction of the facility,an experienced foreman will be needed on site to direct all workers,deal with construction problems,plan interpretation,and to coordinate all construction related activities. Port Graham has completed a list of equipment as well as an available labor pool.See Attachments. 11.0 COST ESTIMATE A cost estimate was developed for the community of Port Graham bulk fuel consolidation project.This estimate was developed using a modified force account method,which combines local labor,certified craftsmen,subcontractors,and an experienced project superintendent.A breakdown of the estimate is included in Appendix A.The overall cost of the project is $770,000.The overall cost of the fuel float,which is to be funded by others,is $200,000.Thetotalusablegallonageofthetankssuppliedis112,500 gallons,which translates into approximately $6.85/gallon. 11 APPENDIX A Cost Estimate Port Graham Cost Estimate UNIT TOTAL |UNIT |TOTAL |UNIT TOTAL UNIT |TOTALITEMQTY.UNIT COST COST |HRS.|HRS.RATE COST TOTAL WT.|WT(#) Foundation,Dike,Pad,&Transfer . Select Gravel (Dike)1,000 CY $2.00 {$2,000 |0.500 500 |$45.00}$22,500}$24,500 - Select Gravel (Membrane Cover)500 CY $2.00 |$1,000 |0.500 250 |$46.00 |$11,500 |$12,500 - Select Gravel (Pad)300 CY $2.00}$600]0.500 150}$45.00|$6,750]$7,350 - Select Gravel (Road)300 CY $2.00 |$600 |0.500 150|$45.00|$6,750|$7,350 - Membrane liner (Diked and Transfer Area)16,000 SF $1.25 |$20,000}0.005 80/3 45.00/$3,600;$23,600 |0.17 2,720NonwovenGeotextile(Dike)30,000 SF $0.07 |$2,100}0.002 601$45.00{]$2,700;$4,800 {0.08}2,400NonwovenGeotextile(Transfer Pad)2,000 SF $0.05 |$100 |0.001 2|$45.00;$1,350}$1,450}0.04 80 Nonwoven Geotextile (Separation Layer)20,000 SF $0.05 ;$1,000 |0.001 20|$45.00/}$1,350]$2,350 |0.04 800 6"Cellular Confinement Grid (Dike Walls)4,500 SF $1.00|$4,500]1.001;4505|$45.00}$1,350)$5,850 |1.04;4,680 6'Chain Link Fence 500 LF $9.00}$4,500]0.20 100 |$45.00!$4,500 |$9,000 15|7,500 Tanks Drain/Clean/Purge Exist Tanks 4 EA $1,000 |$4,000 30 120|$45.00|}$5,400]$9,400 - Inspect Exist Tanks for Reuse 4 EA $-$-5 20!$60.00 {$1,200 |$1,200 - Demolish/Dispose Old Tanks -EA $-$-10 -$45.00 |$-$:- Sandblast Exist Tanks 2,250 SF $0.50/$1,125}0.03 68 |$45.00|$3,038 |$4,163 5]11,250 Paint Exist Tanks 5,500 SF $0.60!/$3,300|0.05 275 |$45.00 |$12,375 |$15,675 0.2 1,100 New 25,000-Gal.Bulk Tanks 1 EA $25,000 |$25,000 0 -$45.00 |$:$25,000 - Treated Timber (3 x 12)850 LF $4.00 |$3,400]0.100 85|$44.00|$3,740}$7,140 11 9,350 Treated Timber (6 x 6)500 LF $4.00 }$2,000!0.100 50/$45.00/$2,250]$4,250 12|6,000 Vertical Tank Level Gauges 4 EA $1,200 |$4,800 10 40|$45.00/]$1,800}$6,600 50 200 Place Tanks in Dike 5 EA $:$-15 75|$45.00|$3,375|$3,375 - Place Double Wall Tanks 2|EA $-$-20 40|$45.00/$1,800 |$1,800 - Rehab Existing Venting,Water Draws,etc.4 EA $1,250 |$5,000 20 80|$45.00|$3,600 |$8,600 - Piping System Demolish Old Piping 1 LS $-$-100 100 |$45.00!$4,500]$4,500 - 3"Schedule 80 Welded Above Grade 3,100 LF $4.60 |$14,260]0.10 3101$45.00 |$13,950 |$28,210 81 24,800 2"Schedule 80 Welded Above Grade 300 LF $3.85 |$1,155;0.10 30|$45.00/$1,350]$2,505 5 1,500 1-1/2"Hose and Reel System 2 EA $1,500.00 |$3,000 5.00 10;$45.00 |$450 |$3,450 150 300 4x12 Treated Timber Sleepers 200 LF $4.00 |$800 |0.10 20 |$45.00 |$900 |$1,700 12]2,400 Pipe Straps 250 EA $3.00 |$750 |0.10 25 |$45.00|$1,125 |$1,875 1.6 400 Misc.Strut &Pipe Clamps 1 LS $3,000 |$3,000 40 40|$45.00}$1,800;$4,800 400 400FlexibleConnectors13EA$751 $975 1 13 |$45.00 |$585 |$1,560 10 130 Manifold &Dispensing Fittings 1 LS $3,500 |$3,500 200 200 |$45.00]$9,000;$12,500 |1000 1,0003”Flanged Check Valves 3 EA $2501$750 2 61$45.00!$270 |$1,020 50 150 3"Flanged Ball Valves 10 EA $300]$3,000 2 20|$45.00}$900 |$3,900 50 500 2"Flanged Ball Valves 12 EA $200 |$2,400 1 12|$45.00 |$540 |$2,940 30 360 2"Solenoid Valves 3 EA $600 |$1,800 2 61$4500}$§270|$2,070 30 90 2"Strainers 3 EA $250 |$750 1 3}$45.00 |$135 |$885 50 150 2”Pressure Relief Valves 6 EA $150 |$900 2 12|$45.001 $540 |$1,440 10 60 2"Backpressure Valves 3 EA $100 |$300 2 61$45.00 |$270 |$570 10 30 2"Shear/Fusible Valves 3 EA $80 |$240 2 6|$45.00 |$270 |$510 10 30 2"Fill Limiters 3 EA $600 |$1,800 4 12}|$45.00|$540 |$2,340 20 60 Port Graham Cost Estimate UNIT TOTAL |UNIT ;TOTAL UNIT TOTAL UNIT |TOTAL ITEM QTY.UNIT COST COST HRS HRS.RATE COST TOTAL WT.WT(#)Pumps,Dispensers,Electrical,etc. 1 HP Dispenser Pump 3 EA $1,200.00}$3,600 4 12|$45.00|$540 |$4,140 75 225 1 HP Bulk Transfer Pump 2 EA $1,200.00 |$2,400 4 8|$45.00/)$360 |$2,760 75 150 Triple Prod Electronic Dispenser 1 EA $10,000.00 |$10,000 40 40;$45.00/$1,800}$11,800 399 399 Dispenser Control Console 1 EA $2,000.00 |$2,000 20 20|$60.00{|$1,200/$3,200 50 50 Pump Control Panel 1 EA $10,000.00 |$10,000 100 100 |$60.00/$6,000;$16,000 100 100 High/Low Level Switches 3 EA $ 900.00|$2,700 5 15|$45.00 |$675 |$3,375 50 450 Remote Signal Cable in Conduit 3,000 LF $1.50{$4,500 0.05 1501$45.00}$6,750 |$11,250 0.2 600 Meter Base &Panel Board 1 LS $1,000.00 |$1,000 60 60;$60.00!$3,600!$4,600 200 200 Facility Lighting 1 LS $8,000.00 |$8,000 40 40 |$60.00{$2,400 |$10,400 300 300 Conduit,Conductors &Devices 1 LS $6,000.00 |$6,000 200 200 |$60.00 |$12,000 |$18,000 |2000 2,000Miscellaneous Concrete 3 CY $80.00 |}$240 5 15|$45.00}$675 |$4,500 600 1,800StructuralSteel(shelter,stairs,etc.)1 LS $10,000.00 |$10,000 100 100 |$45.00}$4,500]$14,500 |4000|4,000FormLumber,Lags,Nails,etc.1 LS $1,000.00 |$1,000 40 40|$45.00|$1,800 |$2,800 |1000 1,000PortableDikeDrainagePump2EA$500.00|$1,000 (0)-$45.00 |$:$1,000 100 200 Warning and Identification Signs 1 LS $700.00/$700 15 15;$4500/$675|$1,375 100 100 Spill Response Supplies 1 tS [$600.001$600 oo].-$45001$ -|$600 |__600 600 Misc.Hardware 1 LS $4,000.00 |$4,000 0 -$45.00 |$:$4,000 500 500 Misc.Tools &Safety Gear 1 LS $2,000.00 |$2,000 0 -$45.00 |$:$2,000 500 500 Welding Rod,Gases,etc.1 LS $3,000.00 |$3,000 0 -$45.00 |$-$3,000 |1500 1,500FacilityStartUp1LS$3,000.00 |$3,000 i)-$45.00 |$:$3,000 0 - Overhead Audit Grants 1 LS $4,000.00 |$4,000 -$45.00 |$-$4,000 - Project Insurance 1 LS $20,000.00 |$20,000 -$4500/$=-$20,000 - Repair Local Heavy Equipment 1 LS $4,000.00 |$4,000 120 120 |$45.00/$5,400/[$9,400 - Rent Heavy Equipment 1 LS $30,000.00 |$30,000 -$45.00 |$:$30,000 - Welder/Compr/Misc.Tool Rental 1 LS $8,000.00 |$8,000 :$45.00 |$-$8,000 - Commission System &Training 30 HR $-1 30!1$60.00|$1,800;$1,800 - Superintendent Overhead Offsite 60 HR $-1 60|$60.00;$3,600/$3,600 - Superintendent Overhead Onsite 60 HR $-1 60|$60.00|$3,600/$3,600 - Crew Travel Time 60 HR $-1 60 |$60.00;$3,600 |$3,600 - Crew Airfares 6;TRIP |$500.00/$3,000 -$45.00 |$-$3,000 - Crew Per Diem 350 |MOJ/DAY|$42.00 |$14,700 -$45.00 |$-$14,700 - Housing Rent 4 MO.$ 800.00!$3,200 -$45.00 |$-$3,200 - Freight 92,814 Barge Seattle-Anchorage 92,814 LB $0.15 |$13,922 -$45.00 |$:$13,922 Barge Anchorage-Port Graham 92,814 LB $0.10 |$9,281 -$45.00 {$-$9,281 Barge Tanks Seattie-Anchorage 400 SF $32.00 |$12,800 -$45.00 |$-$12,800 Barge Tanks Anchorage-Port Graham 400 SF $32.00 |$12,800 -$45.00 |$-$12,800 Air Freight Tool Mobilization/Demob.1 LS $4,000.00 |$4,000 -$45.00 |$:$4,000 Misc.Small Freight &Gold Streak 1 LS $4,000.00 |$4,000 :$45.00 |$:$4,000 A-2 Port Graham Cost Estimate UNIT TOTAL ;UNIT |TOTAL UNIT TOTAL UNIT |TOTAL ITEM QTY.UNIT COST COST HRS.|HRS.RATE CosT TOTAL WT.|WT(#)Construction Subtotal $546,731 Engineering (Design &CCA)1 LS $50,000.00 {|$50,000 -$45.00 |$-$50,000 Construction Management 1 LS $40,000.00 |$40,000 -$45.00 |$-$40,000 [Regulatory Plans 1 LS $10,000.00 |$10,000 -$45.00 |$-$10,000 - Project Subtotal $636,731Contingency20%$--$45.00 |$-127,346 Community Portion Total $164,077 Cost /Gallon of Usabie Storage:$6.85 A-3 Port Graham Fuel Float Cost Estimate UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL ITEM QTY.UNIT COST COST HRS.HRS.RATE COST TOTAL WT.WT(#) Piping System 2"Schedule 80 Welded Above Grade 100 LF $3.85]$3385 0.10 10|/$45.00{$ 450|$835 5 500 Pipe Straps 50 EA $3.00 |$150 0.10 51$45.00|$225 |$375 1.6 80 Misc.Strut,Pipe Clamps,&Straps 1 LS $2,000 |$2,000 40 40}$45.00]/$1,800]/$3,800 400 400 Flexible Connectors 4 EA $75 |$300 1 4|$45.00]$180 |$480 10 40 2"Flanged Ball Valves 12 EA $200 |$2,400 1 121$4500;$540};$2,940 30 360 2"Solenoid Valves 2 EA $600 |}$1,200 2 41$45.00}$180 /$1,380 30 60 2"Strainers 2 EA $250 |$500 1 213 45.00]$90 |$590 50 100 2"Backpressure Valves 2 EA $100 |$200 2 4;$45.00}$180 |$380 10 20 2"Shear/Fusible Valves 2 EA $80 |$160 2 41$45.00|$180 |$340 10 20 Pumps,Dispensers,Electrical,etc. Dual Prod Electronic Dispenser 1 EA $7,000.00 |$7,000 40 401$45.00!1$1,800;$8,800 399 399 Dispenser Control Console 1 EA $2,000.00 |$2,000 20 20|$60.00,$1,200}$3,200 50 50 Remote Signal Cable in Conduit 3,000 LF $1.50 |$4,500 0.05 150]$45.00;$6750|$11,250 0.2 600 Meter Base &Panel Board 1 LS $1,000.00 |$1,000 60 60|$60.00}$3,600|$4,600 200 200 Facility Lighting 1 LS $3,000.00}$3,000 40 40|$6000|$2400{$5,400 300 300 Conduit,Conductors &Devices 1 LS $3,000.00 |$3,000 50 50}$60.00|$3,000{$6,000 2000 2,000 Structural Concrete Dock 400 SF $60.00 |$24,000 0.1 401$45.001$1,800!$25,800 50 20,000Pilings1LS$30,000.00 |$30,000 :$_-|$30,000 10,000 Retainer rings 4 EA $500.00/$2,000 2 8}$45.00};$ 360)$2,360 50 200 Gangway 1 EA $10,000.00 |$10,000 10 10|$60.00 |$600 |$10,600 2000 2,000 Concrete 2 CY $80.00 |$160 5 10!$45.00|$450 |$610 600 1,200 Structural Steel (shelter,stairs,etc.)1 LS $7,000.00 }$7,000 50 50/$45.00]$2,250/$9,250 4000 4,000 Form Lumber,Lags,Nails,etc.1 LS $1,000.00 |$1,000 40 40{$45.00]$1,800/$2,800 1000 1,000 Warning and Identification Signs 1 LS $500.00 |$500 15 151$45.00|$675{$1,175 100 100 Spill Response Supplies 1 LS $1,000.00 |$1,000 0 -$4500/$ -$1,000 600 600 Misc.Hardware 1 LS $2,000.00 |$2,000 *)-$4500}$ -$2,000 500 500 Freight 44,729 Barge Anchorage-Port Graham 44,729 LB $0.10 |$4,473 -$4500/$_-$4,473 Air Freight Tool Mobilization/Demob.1 LS $4,000.00 }/$4,000 -$45.001$-$4,000 Construction Subtotal $144,438 Engineering (Design &CCA)1 LS $20,000.00 |$20,000 -$4500;/$-$20,000 Construction Management 1 LS $10,000.00 }$10,000 -$45.001 $-$10,000 [Regulatory Plans 1 LS $5,000.00 |$5,000 -$4500)}$ -$5,000 - Project Subtotal $174,438 Contingency 15 %$--$45.00]$-26,166 Community Portion Total $200,604 A-1A APPENDIX B Schedule |NovemberOctober|September7/30{8/6 [8/13|8/20 |8/27 |9/3 [9/10 |9/17 |9/24 |10/4 |10/8 [10/15]10/22[10/29|11/5 [11/12]11/19|August[May [June {July2/27 |3/5 [3/12 |ari9 [3/26|4/2 |a9 [416 [4/23 [4/30|5/7 [5/14]5/21 |5/28 |6/4 [6/11|6/18 |6/25|7/2 |7/9 [7/16|7/23 |_{April (2510/23 [=10, 4 8/9 615 6/15 3 eee External TasksRolledUpProgressxn0ke38=oa2Be)®Ke]«Rs =SummaryB23aTask 2e-3a8eaOUSEeEUsreeseEESSplit©®c2a2=a>Do2ie)a 1Page1 Rolled Up TaskMilestoneCriticalTask ££2a= Qo Q eoogoOo 9892 9.9Gg o 69- lB ooce 9oC wrMDmCDSCiC SEC So 駧 88882888 888 888838388 sgseegeege288 x= gr - lelSD oo+rFf98 w o- wo 6 re) re) 66 GER YY BooSs666© VQse BS =5sFf&£E SSS tle @ © > 3-3 3f*2g 5s2 o® SGFGGB® o©&©35§¢-GBS BS ef ef -€f &€2£ 25 €£€2B£2B 2222 ePrez2z2fs8§& 7) F FSs - > FFE SE a =s=3§ 4 2 = > wn onn n o é js€§ $SEESSEE SER EEREERS seegegegg owo© § *® aee2e 8 8225 2e° 2?2 g#e2eck2r228FB A + = ° 2oO2oObewo 2 28a by g ive) i> © ro) 4 a2 2 2 = boz2 wu@ wo£ = %2@ 3&3£ 2¢ 838 Be oo (& g8 pefc 238.) 3 3= 3S8& o = ' c Pee is fi 39998 8s ¢ 325@5% y3 ©€€€E 3&§ E =e o%o5¢%e2 o® Feaa28$ 2>3 ecE = = 2 nfWF = 8¢8=SG2 2% Eegse gge ic zf§ ge3 c &3%=> >B GS& = =&© © as2 GoDG D on&§@®€@Gg2 oco 566 ='s=& co»§£€5h22B ala 3 Oe 6&25 a6 75528&Bf 38££€€ 2gaoge ala s 2X§®§S&S= xS&S ses2 #22 82g SB©€662€xX Sja > 5 es Ps=) >58 S$%§©= = = e6888& BEES <|"8EF €Ss<« 8<FS2 638S e226 66 0 30 a fw a a > i : BE 3 8g 3 oO o rz a © a 4 a s)Olejnimitfwfo[ mJoia1215IN[2|eIf|SIF|S12Ik|AINIGIS181SIRIS1818le[8[8|S[8[8 Project:Port Graham Date:Mon 5/22/00 FIGURES HDR Alaska,Inc.yee .a - THE INFORMATION DISPLAYED HERE IS FOR PLANNING PURPOSES ONLY.BASE INFORMATION SHOWN HERE CONSTITUTES DATA FROM VARIOUS FEDERAL,STATE,PUBLIC AND PRIVATE SOURCES. THE SCALE PROVIDED IS FOR REFERENCE ONLY. USS 510 DOCK_ON PiLINGS MOORINGDOLPHIN ™.\ EXISTING MARINE HEADER [_VERIFY SCALES | BAR 1S ONE INCH ON ORIGINAL DRAWING 0 Reem 1” IF NOT ONE INCH ON THIS SHEET,ADJUST SCALES ACCORDINGLY ©i NN APPROXIMATE,EDGEatOFWATER ExisTING TANK "a! l \ \ \ EXISTING DISPENSER \ MOORINGvADOLPHIN ' | ' | ' | ' | t | i REBUILT CANNERY | i 1 ' | ' | ' | t | ' | t Department of Corn Sy and Ee norric Developmentte*_*ADEA/AEA 333 W.4th Avenue,Suite 220Anchoraga,Alaska 99501-2341RuralEnergyGroup /=AL PRONECT:PORT GRAHAM BULK FUEL CONSOLIDATION PROJECT TITLE: EXISTING FACILITIES DRAWN BY:RLB CHECKED BY:FILE NAME SHEET DESIGNED BY:TBB APPRVD BY:PERSP 1DATE:12/09/99 |SCALE:T'=100" ASK gw ENERGY AUTHORITY |---- /----- 1 :--- I Ags 186 /510 PROPOSED TANK FARM S) .l|, )Ls j |--as : a ABOVE]GROUNDaaPIPINGROUTE ,|. {\ a : 2 . &'\ z we .I3. 5 PROPOSED , | <TRIPLE PRODUCT ' DISPENSER \ .l /ATTENDANTS l j BUILDING ; /.EDGE OF WATER ![rT | BELOW GRADE . PIPING ROUTE |(TO FOLLOWEXISTINGROUTE):I|]' a ™..!-_-:1] || ,: .1/' 7 I i | MOORING DOLPHIN PROPOSED FLOATING FUEL DOCK WITH RAMP l ] PROPOSED DUAL PRODUCT\MARINE DISPENSERMOORING | DOLPHIN { State of AaskaCommunityandEconomic Development'AEA Fusal Energy Group {=ALASKAAthSuite220=333 W.4 Avera Sto 22).eam ENERGY AUTHORITY PORT GRAHAM BULK FUEL CONSOLIDATIONTHEINFORMATIONDISPLAYEDHEREISFOReeeA PROJECT SCALE PLANNING PURPOSES ONLY.BASE INFORMATION TMLE:SHOWN HERE CONSTITUTES DATA FROM VARIOUS ORIGINAL DRAWING PROPOSED FACILITIESHDRAlaska,Inc.a--_-----FEDERAL,STATE,PUBLIC AND PRIVATE SOURCES.0 -1"a °5 1 20 FL THE SCALE PROVIDED IS FOR REFERENCE ONLY.IF NOT ONE INCH ON .THIS SHEET,ADJUST :,vee .THISSHEET,ADUUST |[DRAWN BY:RLB CHECKED BY:FILE NAME SHEET DESIGNED BY:1BB APPRVD BY:PGSBSMP ?)4DATE:12/09/99 |SCALE:1"=100" nev 100 6'CHAIN LINK FENCE LEGEND LEGEND NJ CHECK VALVE _Dd GATE.VALVE OWNER L Z NZ Vz L N FUEL TYPEav,sé x A A A 'wl RELIEF VALVE ae *Ba SOLENOID VALVE S/o 104 &PRESSURE CONTROL ao /\ 7 VALVE [FUTURE Vv v Y SL 6}DISPENSING PUMP |TANK / BULK FUEL NL -4 ELEV 102 DISPENSING HOSE J ZN O-9 LUMINARE K CORPORATION CORPORATION CORPORATION / \DIESEL #1 DIESEL #1 GASOLINE FUTURE3800dss00d25,000 TANK >-_-EXIST EXIST NEW /DISPENSING TANKNLUZGASOLINE rlrb--SUMP iz re 4 __"eG 1Pa2T™ N DISPENSING ]}-X /\/\TANK ><CORPORATION CORPORATION {Furr \rurure |DIESEL_#t »+4*[-<DIESEL #2 DIESEL #2 2e008Se00dTANKTANK >_YEXISTEXIST//DISPENSINGNeSNe/TANK TRIPLE PRODUCT DISPENSER -DIESEL 42 DIESEL #2,DIESEL #1 GASOLINE DISPENSERPN.piesen #2 GAS i GASOLINEIIIILoesa ay DIESEL #2,NN bd[s)(-NZ NZ VA Vv Ve NZ -_- a(+ 3 40x20"so ULK FUEL|TRANSFER SECONDARY WARINE.DISPENSERCONTAINMENTBASIN|DIESEL #2,GASOLINE SUMP paleYeYbed Y Y p<¢ (° MARINE FILL HEADER State of Aaska__ste Department of Community and Economic Development*,'*ADEA/AEAKNFuraEnergyGroup f=ALASKAaDxve333weanAvera,Se 220 @mmp ENERGY AUTHORITY PROJECT:PORT GRAHAM SCALE HDR Alaska,Inc.-s SO o L}10 20 Ft THE INFORMATION DISPLAYED HERE IS FOR PLANNING PURPOSES ONLY.BASE INFORMATION SHOWN HERE CONSTITUTES DATA FROM VARIOUS FEDERAL,STATE,PUBLIC AND PRIVATE SOURCES. THE SCALE PROVIDED 1S FOR REFERENCE ONLY. VERIFY SCALES BULK FUEL CONSOLIDATION PROJECT BAR IS ONE INCH ON ORIGINAL DRAWNG ©=e 1° IF NOT ONE INCH ON THIS SHEET,AOJUST SCALES ACCORDINGLY PROPOSED TANK FARM SITE PLAN DRAWN GY:RLB CHECKED BY:FILE NAME SHEET DESIGNED BY:TBB APPRVD BY: DATE:12/09/39 SCALE:t'=10'pater|GQ 4 TENDON 6"CELLULAR CONFINEMENT GRID EFFECTIVE -CELLULAR _CONTAINMEN CONFINEMENT_--------1 _DEPTH =GRID ANCHOR |||5 FS-EILL-COMPACTED.CORPORATION CORPORATION FUTURE FUTURE =0.95%.MAXIMUM 25K DIESEL #2 25K DIESEL #2 ||tanks |,ACCESS STAIRS ee,EXIST 5.5!EXIST 55AhiLive [OISPENSING TANK4>2xYn__-_- ESN SNS DEAR ARRAS RENE ESSN AANA AN ANANON-WOVEN GEOTEXTILE EXISTING GROUND»PRIMARY MEMBRANE.LINER NON-WOVEN GEOTEXTILE WOVEN SEPARATION GEOTEXTILE -°'?-KUKN VA is CLES UI UI UU ROI IRERKRLRRRE BRSANSAYANOSMQYANOKCSODEXISTINGGROUNDAY. (ANSECTION -SECTIONEY,NTS NTS an CORPORATION CORPORATION 25K DIESEL #2 25K DIESEL #2 ACCESS STAIRSEXISTEXISTZL BULK FUELING PAD NINESNINNNANANS\paste GROUND |Canty ant Eran Doate"we of Community conorric elopment*/BY SECTION DS Wem fBALASKANE,NTS a -d a te quam ENERGY AUTHORITY PROJECT:PORT GRAHAMLH}x VERIFY SCALES BULK ONSOLIDATIONTHEINFORMATIONDISPLAYEDHEREISFORBARISONEINCHON= FUEL C PLANNING P''OSES ONLY.BASE INFORMATION TITLE:- SHOWN HERE CONSTITUTES DATA FROM.VARIOUS ORIGINAL DRAWING SECTIONS AND DETAILS----FEDERAL,STATE,PUBLIC AND PRIVATE SOURCES.©Seemed;& s °5 10 20 Ft.THE SCALE PROVIDED 1S FOR REFERENCE ONLY.IF NOT ONE INCH ON THIS SHEET,ADJUST DRAWN BY:R .SCALES ACCORDINGLY ae a =CHECKED BY:FILE NAME SHEET APPRD BY:paTarms|Gl 4DATE:12/09/99 SCALE:1"=t0" ATTACHMENTS Alaska Community Database -Query Results Page 1 of 1 Exhibit (8 Alaska Department of Community and Economic Development p DCEO NG Alaska Community Database \HOME:Detailed Query Results . Port Graham (For Photos of Port Graham click here ) Local Contacts andRegional/State Organizations with Local Offices Organization Address|Primary Contact/Title:Phone/Fax: Native Village of Port Graham t P.O.Box 5510 Port Graham AK 99603 vw ||Eleanor McMullen President Phone:907-284-2227 ||Fax:907-284-2222 >e-mail:GLLE Of Sete Ea)Web Page: Comments:BIA-Recognized Traditional Council Port Graham Corporation P.O.Box 5569 Port Graham AK 99603 ||Patrick Norman President Phone:907-284-2212 ||Fax:907-284-2219 e-mail:Web Page: Back to Detailed Information Query Page Back to Query Options Page Department of Community &Economic Development 7 ;Research &Analysis Section Phone:907-465-4750 Fax:(907)465-5085 e-mail:Michael_Cushing@dced.state.ak.us httn://wwww.comregaf.state.ak.us/CF_BLOCK.cfm 8/17/99 Ey.A; 05-Aug-99 DCRA,Division of Energy Page 1 4:54 PM Bulk Fuel Community Database Printed by BTARRANT rr Comm.Code:33158 Community:|Port Graham COMMUNITY DATA: Population:i NATIVE AFFILIATIONS: Elec.Dist:Corp.for Profit:[Chugach Alaska Corp." Regton:[sc]Corp.Non-Profit:{Chugachmiut ."] _BF Inventory Complete?. =Ln[Notto be Evaluated Village Corp.:[Port Graham Corporation 7 IRA or Trad.Coun.:[Native Village of Port Graham i Other Affiliations:[North Pacific Rim Housing Authority CGChanged:[36,_-=éd| -- Fuel Suppllers:|.; | Consolidation Opportunities?|: TANK FARM SUMMARY: [Tank Total Latest Eval Latest Estimate Owner Type Farm ID Capacity or Action Date of Cost to Fix : a]70,000][_|C |[Fuetaeaier Le [oles Forte Gtdintya,Com?, HISTORICAL FUNDS: TANK FARMS: ID:1 Owner Type Code:PV |Owner For Profit?:Yes Capacity isiges ek Total (gal):SEBS Owner Type:|Fueldeater oe Diesel (gal):unnrZs Coax Grearvwan Core:Gas.(gal):V Me QE, Other (gal):0 Owner Name and Address: _ Owner Phone #'s:: , [Peto Marie (war Cantera _Loronwetie)[Ancherage 562-5000,fax-5 Other Entities: ,foe S34 Bue Tank Farm Description:- (4)SND GH bonaLT Was THK,9 O SPEMSEW,55 Wat Wwe VimPEW Ss erZ8, Fort GRA WAM DIVISION OF ENERGY TANK FARM EVALUATION CRITERIA Site Location Site suitable for tank farm O points <100 feet from a public well 10 points <25 feet from an eroding bank or beach,or in a flood plain "10 points Gasoline tanks <25 feet from an important building 10 points 30 points max. Secondary Containment *Liquid-tight,lined dike of proper volume and construction (not plywood,12”min.freeboard)0 points - *Liquid-tight,lined dike of improper volume or construction (plywood or <12”freeboard)10 points *Fully diked but not liquid-tight (sand bag dike,permeable gravel,torn or missing liner)20 points *Partial or no dike 30 points " 30 points max. Foundations *Tanks on acceptable foundations (min.6"timbers,no cribbing,stable)0 points v *Tanks directly on gravel pad or light timbers (raised small timbers,on permeable gravel)5 points "Tanks directly on tundra or natural soils (no dike or liner,subject to erosion)10 points Tanks leaning considerably or unstable foundations (seismic hazard)-10 points 20 points max. Tanks *Tanks in fair to good condition (no dents,minimum rust,no major repairs needed)0 points "Immediate need of cleaning and painting 10 points *Rusted or dented beyond repair or riveted,bolted or other 30 points 30 points max. Piping (choose most likely to leak,i.e.,victaulic,threaded or welded,only) "Welded piping above grade 0 points *Welded piping below grade 5 points *Threaded piping above grade 10 points *Threaded piping below grade 20 points - *Victaulic piping above grade .30 points *Victaulic piping below grade 40 points Rubber hose 20 points - Additional for active leaks , .20 points 80 points max. Electrical ' Wiring appears appropriate O points . Exposed wiring,improper grounding,etc.10 points 10 points max. Life,Health &Safety *Code compliant QO points ° *Low risk 10 points *Medium risk 20 points wr *High risk 30 points *Potential for loss of life 40 points 40 points max. *Indicates that only one of the group should be chosen.JoTar =/00 Attachment 5 Page 1 of 1 RFP No.DOE-97-R-010 4-06-1995 9:34PM FROM PORT :GRAFHAM P.O.Box B69.Port Graham,AK 99602-5659.907-284-2912 909-284.2019.Fax CORPORATION FACSMILE TRANSMISSION :pate:|-J4 -O%)TIME:___[I1/O aug :- .Deliver to:fi Company Name;27 UY _2 Od 2= 4 Fax # 'Votal Transmitted:3. RE:und ut From:(YooPORTGRAHAMCORPORATION MESSAGE: 1 4-86-1995 9:34PM FROM ».PL2 OR .PSRthaméHCORDORALION January 13,2000 Dear Todd, *Local equipment: P.O.BOX 5569»PORT GRAHAM,ALASKA 99603-5569 e (907)284-2212 ¥FAX (907)284-2219. Hereiss the listyou were requesting.Sorryit took solong. Port Graham Corporation,953 B Front End Loader-$98.00/hr Runs Good oo _Takeuchi TB 685 %yd Bucket w/rear blade $65.00/hr Runs Good Cliff McGhanJohn,Deer 350 w/Back Hoe -$55,00/hr Old but Runs Good 'McMullen Brother's EnterpriseD-4 Cat Dozer-$75,00/hr Runs Good10yd.Dump Truck-$65.OO/hr Runs Good Jeff McMullen4000watt Generator/Wcider,Honita-$60.00/day Runs GoodPortGrahamVillageCouncil|- ,, Pit Run Shot Rock -$3:75/cu yd (approx.300 yd's available),The Port Graham Corporation has a 240-volt Arc Welder.But you would need to runapowercordfromthemainpowerbox.in the Bunkhouse next to the'transformer,'that's -approximately 100 ft?If anything changes with any of the equipment in the tnextA couple,"of months I vail call and let'you know.; Sincerely,:os - GM/ajm:Greg MaMulles.ProMate 4-06-1995 9:35PM FROM SandMihiireaisreatomtocsrascerrc.otAVAILABLE LABOR POOL Anahonak,Dennis Anahonak,Ephim Jr. Anahonak,Fenia Anahonak,Leo Anahonak,Peter Jr. Anahonak,Peter Sr. Anahonak,Philip Anahonak,Steve Brauer,Patricia Carlough,Victor Dick Anahonak Huntsman,Bob Kamluck,Ephim Jr. Kamluck,Ephim Sr. Kanaback,Andrew Kvasnikoff,Simeon Sr. Lestenkof,Charity Malchoff,Dale Maichoff,Melvin May,Kathy McGhan,Cliff McMullen,Jeff Welder Operator OperatorOperator/MeCham'e Meganack,Ben Sr. Meganack,Billy Meganack,Harvey Meganack,Rita Moonin,Ben Moonin,Brandon Moonin,John Moonin,Nick Moonin,Richard Moonin,Sam Norman,Gordon Norman,Marlene Norman,Martin Norman,Wayne Otis,James Otis,Robin Sawden,Tom Seville,Susan Tague,Frank Toko,Fred Yeaton,Tom Zitnick,A.J. Welder Operator -Welder Operator