Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Port Lions Bulk Fuel Upgrades Port Lions, Alaska Final March 14, 2006
ee ida oe 4 ;poe a Existing Tanks.ee yg yea,3 aneneneeree oT pianos a %,® ?%, |Proposed Tank Pipeline'Farm Site Wakefield Cannery Dack Existing Barge Header Aerial View of Existing and Proposed Tank Farm Sites Prepared 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 CONCEPTUAL DESIGN REPORT BULK FUEL UPGRADES PORT LIONS,ALASKA FINAL MARCH 14,2006 é Existing Kizhuyak Oil Sales Co.Tank Farm Manifold Piping 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 Port Lions,Alaska,located in Settler Cove, on the north coast of Kodiak Island,approximately 247 air miles southwest of Anchorage. Representatives from AEA and CRW conducted a site visit to Port Lions on October 6, 2005.During the site visit AEA Project Manager Ron Brown and CRW engineer Karl Hulse met with local leaders to discuss the Bulk Fuel Upgrade (BFU)Program policies and goals,documented the community's current fuel storage and handling facilities and inspected the community's preferred new tank farm site.CRW technician Aric Beane conducted a second site visit on January 5,2006 where he directed a limited geotechnical investigation of the proposed site using the City's excavator. The community has one existing tank farm with a gross capacity of approximately 90,000-gallons.The tank farm,owned and operated by Kizhuyak Oil Sales,(a for-profit subsidiary of the Native Village of Port Lions (Village Council)),consists of three 30,000- gallon diked horizontal tanks (one each diesel #1,diesel #2 and gasoline).Kizhuyak Oil also manages all fuel delivery and retail/marine dispensing operations in town. The existing tank farm lacks adequate separation distance between the tanks,has no security fencing,and has several connections with active leaks.The tanks are in good condition for their age and,with moderate upgrades and recoating,could be made code-compliant and reused. The community preferred site is located immediately south of the existing tank farm on Lot 1,Tract C,ALS 54-27/28 and is reportedly owned by the Village Council. The community currently receives fuel deliveries via barge several times per year.The existing barge headers (located at the Wakefield Cannery dock)are in good shape and suitable for reuse with minor upgrades. The proposed project scope of work includes the following tasks: e Refurbish and relocate existing 30,000 gallon tanks to a new,fenced gravel foundation pad. e Install a new 6,000 gallon three product double wall dispensing tank. e Install a new bulk transfer facility and dual product retail dispenser. e Repair existing tank farm fill lines. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual!Design Report ES-1 March 2006 a e Upgrade barge headers and install two new hose reels,emergency shutoff switches and meters at the marine dispenser. e Provide new electrical controls and lighting as needed. e Provide regulatory plans and all required spill contingency equipment. _The proposed project schedule,subject to availability of funding,calls for design and permitting during the spring of 2006,and construction beginning in summer 2006. The total project cost,including all design,supervision,contract administration, construction,inspection,permitting and a 10 percent contingency,is estimated to be $807,000 which equates to a unit cost of $8.41 per gallon based on a gross storage capacity of 96,000-gallons. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report ES-2 March 2006 Ea)TABLE OF CONTENTS Section/Title Page EXECUTIVE SUMMARY ...........cccccccssseessseecssreeccsseecsessussecsuceserscousaeevsucesssasssseaseesenens ES-1 1.0 COMMUNITY OVERVIEW..........:ccccccsssccssccescsscscsscsssssssssssesssccsessssssssesseessssseesnass 1 2.0 SITE VISITS AND COMMUNITY INVOLVEMENT uc eceesesssssssese saceecessneseesessneeeeeens 22.1.PARTIES INTERESTED IN PARTICIPATION uu...cececcescsscsserescsseensees 2 2.2 CONTACTS...eeecccccccesseecsscecsseeeseeeeasensesseecseeneuseescneussssossuscstanseesssaaenenss 2 3.0 EXISTING FACILITIES .000.......ccesssssessecsssecessserescescstssssscssscsssossesssesssnerssseesseeecsnees 3 3.1.EXISTING BULK FUEL TANK FARM ............ccc:ccsscsssscsssssssscssceseesseeseeaeee 3 3.2 CURRENT OPERATING SCENARIO ...........cccssssesssesessscssecesesesseseseseesnees 3 3.5 EXISTING SYSTEM DEFICIENCIES...ceecccsssssssssesssssssscsssssssevessees 4 3.6 EQUIPMENT SUITABLE FOR REUSE Wu...cicceccscccscsssserssessssssenesseeens 5 4.0 FACILITY SITING AND DESIGN RECOMMENDATIONS ...............eeeeseeeeseeeeseee 6 4.1 DESIGN CONSIDERATIONS .........cccccccsscesssessscssssscssssesssessssssesssesseseenaee 6 4.1.1 Climate...ee eccceesscesseseeseeeseeeeseeeseeesessceesceusessesenssscsuessnsonees 6 4.1.2 Natural Hazards...cccsscccessecccessecesscssscssersassossesceerecessneveeseeeens 6 4.1.3 Geotechnical Conditions ..............cccccccenesseseseceecseecesnseseuescsenseesesees 6 4.1.4 Borrow Sources and OWner'rship ............:ccscccssecsseesseseseeesseeeseeteenes 6 4.1.5 Local Equipment .............ccsccccssscessceessescssssceseeccsseccesseesenseeseesenenes 6 4.1.6 Site COMO!oe cesessseccecensnseeeescceuceessceesesseresessceeseaseesseeeensaes 7 4.1.7 Future Capital lmprovements...............c::ccccsesscesssssessesseessessseeesvess 7 4.2 PROPOSED IMPROVEMENTS ..............:::cccssesccsssseceesssteseeessencessssreeesensees 7 4.2.1 Scope Of WOMK 00.2...ecesssssececessssssecesseeeessssseccssneseessnceeeeseseeeeessses 7 5.0 PROPOSED OPERATING SCENARIO AND SPILL RESPONSE..............:.:00008 9 6.0 PERMITTING WA...eee cecccessseccecesseccessssssceecessssecsesssssecessoeecessaceeecessneseeeseses 10 6.1 ENVIRONMENTAL ISSUES o.oo eccsssseeecnssssenecceeesesssresseesesssees 10 7.0 CONSTRUCTION PLAN ...........cccccccccsssssececesssssseeeesssneeeesseeeesenssscssesaesesesssseeeneeses 11 7.1.ADMINISTRATION...ccessscceecessncceccesssseecesseeceeesneseesseeeeeessnerseeesnenees 11 7.2 CODES AND REGULATIONS........cee ccsssneceessneceesssseessesnnseeesseeeeetenas 117.3 USE OF LOCAL LABOR1...cccscssssscccesssseeeessnneccsssnceesessaeenersneeeesererees 117.4 USE OF LOCAL EQUIPMENT.............cs ssscccssstcesessecesesccssessncetessseoessenens 127.5 CONSTRUCTION SCHEDULE......oe ccsssseeccecsssssccececeresssnsonserereees 12 7.6 CONCEPTUAL CONSTRUCTION COST ESTIMATE .............c:scccceeseoeee 14 8.0 STATEMENT OF COMPLIANCE WITH AND VARIATION FROM DENALI COMMISSION POLICIES ............:ccccccccecsssssssnscceseceeceesesessseeeeensesseneeseeceeeensenreceeteerevenseea 15 Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report i March 2006 TABLES Table 1 -Contact Information...............ccccssssssssssssessceessecesseesensecseesseseecerseeeseessueensseteesees 2 Table 2 -Existing TankS...........cccccssscssssecsssesessesesssseeeeseees ateeeesateceesceteceensnaeeeeenseseseaeeeees 3 Table 3 -Locally Available Heavy Equipment.................006 aceeedeescecenaceesseeeessasereeseareesees 6 Table 4 -Planned Future Capital Improvement Projects............:ccsccssscessesssesesseecssreneeee 7 Table 5 -Project SCheCule........ccccsssecssecsssessescessesecsecsessesecseesecsecsersstesterecsesstsassesscseseesees 13 FIGURES Figure 1 Vicinity Map PHOTOGRAPHS Photo 1 Existing 30,000 Gallon Diked Tanks Photo 2 Bottom Tank Connection Actively Leaking Photo 3 Actively Leaking Flanged Tank Connection Photo 4 Existing Tank Manifold System Photo 5 Existing Gasoline Dispenser Photo 6 Existing Tank Manifold Piping Photo 7 Existing Truck Fill Facility Photo 8 Truck Fill Photo 9 Truck Fill Photo 10 Barge Header/Marine Dispensing Enclosure (Exterior) Photo 11 Barge Header/Marine Dispensing Enclosure (Interior) APPENDICES Appendix A Site Visit Report Appendix B_Site Control/Permitting Documents Appendix C Construction Cost Estimate Appendix D Conceptual Design Drawings Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report ii March 2006 ACRONYMS AND ABBREVIATIONS ADEC Alaska Department of Environmental Conservation AEA Alaska Energy Authority/Rural Energy Group API American Petroleum Institute AST Aboveground Storage Tank BFU Bulk Fuel Upgrade BOP Business Operating Plan CDR Conceptual Design Report CFR Code of Federal Regulations City City of Port Lions CRW CRW Engineering Group,LLC DC Denali Commission EA Environmental Assessment EPA United Stated Environmental Protection Agency FAA Federal Aviation Administration FONSI Finding of No Significant Impact HUD United States Department of Housing and Urban Development IBC International Building Code (2003) IFC International Fire Code (2003) IRA Indian Reorganization Act NEC National Electrical Code (2002) NEPA National Environmental Policy Act NFPA National Fire Protection Association O&M Operation and Maintenance PO Primary Operator SPCC Spill Prevention,Control and Countermeasures Plan UL Underwriters Laboratory USCG United States Coast Guard USDA United States Department of Agriculture Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report iti March 2006 1.0 COMMUNITY OVERVIEW Port Lions is located in Settler Cove,on the north coast of Kodiak Island.It lies approximately 247 air miles southwest of Anchorage.Local community organizations include the City of Port Lions (City)and the Port Lions Traditional Tribal Council (Village Council).Regional organizations include Afognak Native Corporation (regional Native Corporation)and the Kodiak Island Borough School District (School). The current population of Port Lions is approximately 238,(estimated by the Alaska State Demographer).The majority of the population in Port Lions have Alutiiq Alaska native heritage. Based on the 2000 Census,there are 106 total housing units in the community, including 17 vacant structures.The majority of homes are heated with oil stoves. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 1 March 2006 2.0 SITE VISITS AND COMMUNITY INVOLVEMENT Representatives from AEA and CRW conducted a site visit to Port Lions on October 6, 2005.During the site visit AEA Project Manager Ron Brown and CRW engineer Karl Hulse met with local leaders to discuss the Bulk Fuel Upgrade (BFU)Program policies and goals,documented the community's current fuel storage and handling facilities and inspected the community's preferred new tank farm site.CRW technician Aric Beane conducted a second site visit on January 5,2006 where he directed a limited geotechnical investigation of the proposed site using the City's excavator. 2.1 PARTIES INTERESTED IN PARTICIPATION The following list of project participants is based upon information obtained during the site visit and subsequent telephone conversations with community leaders.Each participant name is followed by a brief description of their project role. e Native Village of Port Lions -Project grantee and owner of the proposed site. e Kizhuyak Oil Sales -Primary operator of the proposed facilities. 2.2 CONTACTS Critical project information was provided by the entities and contacts listed in Table 1. Table 1 -Contact Information Entity Contact Title Address Phone Number ..Marvin Bartleson,P.O.Box 110 907-454-2332 phCityofPortLionsSr.Mayor Port Lions,AK 99550 |907-454-2420 fax Native Village of :.P.O.Box 69 907-454-2234 ph Port Lions Ivan Lukin President Port Lions AK 99550 |907-454-2434 fax Kizhuyak Oils Ww Luki President P.O.Box 69 907-454-2234 phSalesayneLUKin(Acting)Port Lions AK 99550 907-454-2434 Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 2 March 2006 3.0 EXISTING FACILITIES 3.1 EXISTING BULK FUEL TANK FARM The community has one existing tank farm which is owned and operated by the Kizhuyak Oil Sales (Kizhuyak Oil).The existing tank farm was constructed around 1990 and is located on Tract C of U.S.Survey 2005,approximately 1,000 LF east of the existing Wakefield Cannery Dock;ownership of the site has reportedly been conveyed from the City to the Village Council.The tank farm consists of three 30,000-gallon diked ASTs with approximate dimensions of 11'diameter by 43'long;one each for Diesel #1, Diesel #2 and Gasoline.Each tank is equipped with five top penetrations (4 ea 4-inch diameter threaded penetrations and one 16”flanged manway)and two end penetrations (1 ea 4-inch flanged fill/draw and 1 ea 1-inch threaded water draw).One of the 3-inch top penetrations on each tank is fitted with a screened normal vent,and the manways have elongated bolts to provide emergency venting.The remaining penetrations are plugged.Each tank also includes the following penetrations through its steel secondary containment for accessing the interstitial space:four threaded penetrations (two 2-inch and two 3-inch)and two 16-inch flanged manways.Table 2 summarizes the function and capacity of the existing tanks. Table 2 -Existing Tanks Di t Lenath Gasoline Diesel FuelTankNumberandtametereng(Gallons (Gallons Current User (inches)|(inches)Style Gross)Gross) Tank Farm 1 -Kizhuyak Oil 1 132 516 Diked AST 30,000 (#1) 2 132 516 Diked AST 30,000 (#2) 3 132 516 Diked AST 30,000 Combined Tank Farm 1 90,000 Gallons Total 3.2 CURRENT OPERATING SCENARIO The 30,000 gallon tanks are filled through flanged bottom penetrations via two 4”- diameter steel above grade pipelines which connect the tank farm to barge headers located at the south west corner of the Wakefield Cannery dock,approximately 1,500- feet away.One pipeline is dedicated to gasoline transfers,and terminates at the gasoline storage tank (Tank #3).The second line is used to convey both #1 and #2 diesel fuels and ties into a manifold system at the tank farm for filling Tanks 1 and 2. The barge headers consist of two flanged ball valves at the ends of the 4-inch pipelines; Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 3 March 2006 each valve is normally closed and blind-flanged.The barge headers are enclosed within a 12'x16'wood-framed shed.One end of the structure opens to allow the barge hoses to enter.Fueling is accomplished by connecting a flange x quick connect transition coupling to the flanged ball valve at the header and then connecting the barge hose.The flange x quick connect adapter is supplied by the fuel delivery company. There are multiple fuel transfer/dispensing facilities in town-The bulk transfer station, the Kizhuyak Drive gasoline dispenser and the marine dispenser.Each facility is described in detail below. The bulk transfer station,located adjacent to Kizhuyak drive approximately 60-feet north of Tank Farm 1,includes a basket strainer,meter and two hose /nozzle assemblies (one 2-inch and the other 41-inch).The facility sits on an elevated wooden platform and is connected to the bulk fuel tank farm manifold system via two 3-inch steel pipelines. The 2-inch nozzle is used to transfer fuel from the bulk tanks to a tank truck owned by Kizhuyak Oil;the smaller nozzle facilitates the filling of drums for residents who haul their own heating fuel. The Kizhuyak Drive gasoline dispenser is located approximately 500-ft west of the existing tank farm at a gravel pullout along Kizhuyak Drive.The facility consists of a single product mechanical dispenser installed on a small concrete pad and enclosed in a three-sided wooden structure.The dispenser is connected to the 4-inch gasoline fill pipeline which passes directly behind the enclosure.A small suction pump within the dispenser draws gasoline from the bulk tanks via backflow through the 4-inch fill line. Reportedly the dispenser "freezes up”at temperatures below 32°F and,therefore,is inoperable during much of the winter. The marine dispenser is located within the barge header enclosure on the dock and is utilized primarily for retail fuel sales to commercial and recreational boats.The facility consists of two 2-inch strainers and meters connected to 20-foot hose /nozzle assemblies.Diesel #2 and gasoline are delivered by gravity from the bulk tanks via 2- inch taps into the 4-inch barge fill lines.When the Kizhuyak Drive gasoline dispenser freezes up,local vehicles are driven onto the dock and fueled at the marine dispenser. According to a placard attached to the dock ramp,the maximum allowable single vehicular load on the dock is 5,000-lbs. Retail fuel sales are offered on Monday,Wednesday and Friday from noon until fueling is complete.Kizhuyak Fuel offers heating oil delivery services,but most residents choose to forego the additional delivery fee and haul their own oil in 55-gallon drums. 3.5 EXISTING SYSTEM DEFICIENCIES The existing tank farm does not comply with current fire code requirements.A partial list of code violations noted during the site visit is provided below: e Inadequate separation distance between bulk tanks. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 4 March 2006 e No security fence present. e Single wall piping is not cathodically protected. e Several connections are actively leaking. e Tanks exceed allowable capacity for dispensing. e Gravity dispensing of combustible liquids is not allowed IFC 2206.7.8 3.6 EQUIPMENT SUITABLE FOR REUSE The existing diked tanks are approximately 16 years old and appear to be in good condition for their age.According to the operator,the tanks have been sanded and painted at least two times since they were installed.Minor rust scale is evident on the tops of the tanks but,overall,they appear sound. The existing piping is in fair condition.The majority of the pipe is coated with HDPE. The HDPE coating is not intended for above grade installation and is cracking and peeling due to UV degradation.Portions of the existing pipe are reusable if properly cleaned and wrapped using UV-resistant tape coat. One meter at the marine dispensing facility was recently replaced with a new Liquid Controls brand meter;this meter should be reused.The remaining meters appear to be more than 20-years old and should be properly tested prior to being considered for reuse. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 5 March 2006 4.0 FACILITY SITING AND DESIGN RECOMMENDATIONS 4.1 DESIGN CONSIDERATIONS 4.1.1 Climate Port Lions is dominated by a cool,moist,maritime climate.The temperature ranges from 20°to 60°F with moderate precipitation and frequent cloud cover.Average annual precipitation is 54 inches,with 75 inches of snow. 4.1.2 Natural Hazards Port Lions is located in Seismic Zone 4;earthquake tremors are common and the threat of tsunamis is moderate to high. The potential for non-tsunamis related flooding at the proposed new tank farm site is low.According to the Corps of Engineers there is no known flooding in the area. 4.1.3 Geotechnical Conditions Several test holes were dug at the proposed site.The soil profile consisted of 3 feet of organics overlaying 2 feet of clay;bedrock was encountered at 5 feet below grade. 4.1.4 Borrow Sources and Ownership Pit run gravel is available from a local source near the existing runway owned by Afognak Corporation.For past projects a large ripper-equipped dozer was imported in order to mine this pit. 4.1.5 Local Equipment The City owns a substantial equipment spread (see Table 3).This equipment is already committed to road projects scheduled for summer 2006 and,therefore,will likely not be available for this project.The type and condition of the equipment is listed in Table 3. Table 3 -Locally Available Heavy Equipment Equipment General Type Owner Make Model Year |Attachments Condition Excavator City of Port Lions Cat 215 -Tracked Good Loader City of Port Lions John |544c .Wheeled GoodyDeere Bulldozer City of Port Lions Case 1550 -Tracked Good Backhoe City of Port Lions ---Wheeled Good Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 6 March 2006 4.1.6 Site Control The community preferred site is located on Lot 1,Tract C of A.L.S.54-27/28,and appears to be owned by the Village Council.Copies of pertinent site control documents are included in Appendix B. 4.1.7 Several capital improvement projects are proposed for the community. Future Capital Improvements Brief descriptions and agency contact information for each upcoming project are presented in Table 4. Table 4 -Planned Future Capital Improvement Projects Lead Contact Name Contact Phone Project Description StatusAgency Construction COE Mike Redmond (907)753-2771 Boat Harbor Construction Summer 2006 FAA'|Gordon Keith,P.E.|(907)269-0770 Airport Master Plan PlanninAKDOT&PF ee g Upgrade City roads -Construction BIA John Barrow (800)-586-7412 construction slated for Summer summer 2006 2006 Construction ANTHC Kelly Leseman (907)729-3500 New Clinic Summer 2006 Multiple . .Multi-purpose Community Application Agency Wayne Lukin (907)454-2234 Center Process veg gs .Construction .Bear Rehabilitation Project -USFWS Wayne Lukin (907)454-2234 Dumpsite work soon 4.2 PROPOSED IMPROVEMENTS 4.2.1 Scope of Work The proposed project scope of work includes the following tasks: e Refurbish and relocate existing 30,000 gallon tanks to a new,fenced gravel foundation pad. e Install a new 6,000 gallon three product double wall dispensing tank. e Install a new bulk transfer facility and dual product retail dispenser. Port Lions Bulk Fuel Upgrades Conceptual Design Report CRW Engineering Group,LLC. March 2006 e Repair existing tank farm fill lines. e Upgrade barge headers and install two new hose reels,emergency shutoff switches and meters at the marine dispenser. e Provide new electrical controls and lighting as needed. e Provide regulatory plans and all required spill contingency equipment. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 8 March 2006 5.0 PROPOSED OPERATING SCENARIO AND SPILL RESPONSE The Port Lions Traditional Tribal Council will act as the Project Grantee.Kizhuyak Oil will be the Primary Operator (PO)of the facility and will be financially responsible for all operation and maintenance costs. The PO will oversee operation and maintenance of the facility,including training, testing,managing fuel delivery and retail sales,and other responsibilities as outlined in the project BOP. Proposed facilities will be subject to applicable EPA regulations.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 an 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.A 5,000-gallon spill contingency storage capacity will also be required on site. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 9 March 2006 6.0 PERMITTING Required state and federal permits should be identified early in the design phase.The following permit requirements are anticipated for this project: e Preparation of an Environmental Assessment (EA)(see Section 6.1) e Review by the Department of Natural Resources Coastal Zone Management Program e Review by the Federal Aviation Administration (FAA) e Review by the State Historic Preservation Officer e State Fire Marshal Plan Approval e USCG and EPA Regulatory Plan preparation The project will be located within uplands so a 404 wetlands permit from the Department of the Army should not be required. 6.1 ENVIRONMENTAL ISSUES In accordance with the National Environmental Policy Act (NEPA)an EA 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 project-scoping letters to all interested agencies.Responses from the agencies should be attached to the EA as justification for a Finding of No Significant Impact (FONSI)for the project.AEA will act as the lead agency for FONSI determination. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 10 March 2006 7.0 CONSTRUCTION PLAN 7.1 ADMINISTRATION The AEA has a history of administering similar 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 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.All work should be supervised and managed by a superintendent with extensive experience in the construction of rural fuel facilities.Skilled craftsmen,with appropriate certifications,must perform all specialty work,such as pipe welding and electrical panel installation.An experienced Construction Manager will be required to recruit the necessary skilled labor,coordinate the construction team,and oversee procurement and project logistics.The Design Engineer should assist the AEA project manager with quality control through communication with the construction manager and periodic on- site inspections. 7.2 CODES AND REGULATIONS The proposed bulk fuel upgrades should be designed and constructed in accordance with the requirements of the following codes: e 2003 International Fire Code (IFC),including State of Alaska Amendments e 2003 International Building Code (IBC) e 2002 National Electrical Code (NEC) e 40 Code of Federal Regulations (CFR),Part 112.1-12,EPA Spill Prevention Requirements,including pending Revisions e The most recent Memorandum of Agreement between the AEA and the State Fire Marshal's office The design should also incorporate appropriate industry standards such as those recognized by the National Fire Protection Association (NFPA),American Petroleum Institute (API),Underwriters Laboratory (UL)as well as proven methods and materials that have been used successfully on other rural bulk fuel facilities in similar locations and climates. 7.3 USE OF LOCAL LABOR The modified force account construction approach previously described in Section 7.1 will provide employment opportunities to the local labor force.The AEA Construction Manager will import skilled craftsmen,with appropriate certifications,to perform Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 11 March 2006 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. 7.4 USE OF LOCAL EQUIPMENT Equipment rental maintenance,repair and fuel costs associated with the project will be paid out of the grant.If the construction manager reaches an agreement with the City to utilize local equipment,an experienced fleet service mechanic should travel to Port Lions and go through the equipment with the local mechanics to ensure that it is in proper operating condition prior to construction.Supplemental equipment may be leased from local vendors in Anchorage,Seward,Homer or Kodiak and barged in. 7.5 CONSTRUCTION SCHEDULE The construction schedule should take into account freight options and fuel delivery timing.Further,the schedule should consider the affect of local subsistence activities on the availability of local labor. The proposed project schedule,subject to availability of funding,calls for design and permitting during the spring of 2006,with construction beginning in the summer of 2006. A tentative project schedule is shown on the following page. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 12 March 2006 TABLE -5 PROJECT SCHEDULE PORT LIONS BULK FUEL UPGRADES Task February(2006)March(2006)April(2006 May(2006)June(2006 July(2006)August(2006)September(2006)October(2006) PHASE I TASKS Finalize CDR November(2006)December(2006)January(2007)February(2007) |PHASE II TASKS65%DesignAEA/Community Review95%Design AEA /Community Review Final Design Draft Business Plan Development Final Business Plan Permitting EA Preparation/CZM Coordination Fire Marshall Review PHASE Ill TASKS Procure 6,000 Gallon Tank General Procurement Mobilization Civil Site Work Foundation Pad Construction Tank Farm Related Construction Relocate/Set Existing Tanks Refurbish Tanks Set &Plumb New Dispensing Tank &Dispenser Cosntruct/Plumb Bulk Transfer Area Piumb Tanks and Install Piping Runs Install Permiter Fence &Gates Electrical Work Install Lighting and Electrical Controls Miscellaneous Work Final Inspection,Testing and Punch List Completion Project Closeout Regulatory Documents/Spill Plans O&M Manual 13 7.6 CONCEPTUAL CONSTRUCTION COST ESTIMATE A conceptual cost estimate for the construction of proposed upgrades is included in Appendix C.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 D,and the assumption that the project will be constructed using modified force account methodology previously described.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 $807,000 or $8.41 per gallon based upon a gross storage capacity of 96,000-gallons. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 14 March 2006 8.0 STATEMENT OF COMPLIANCE WITH AND VARIATION FROM DENALI COMMISSION POLICIES This section compares the findings and recommendations of this CDR with applicable DC Policies for fuel pipeline and dispenser design,system sustainability,cost containment criteria,effects to private enterprise,and design capacity. Fuel Pipeline and Dispenser Desiqn Standards The conceptual design meets the standards established in the DC Policy on Bulk Fuel Pipelines and Dispensers,issued April 26,2002. System Sustainability The recommendations in this CDR comply with all sustainability criteria established in the DC's Policy for Rural Alaska Energy Infrastructure -Criteria for Sustainability issued in April 2002. Cost Containment This CDR recommends a gross storage capacity of 96,000-gallons;all of this storage will be located at the proposed tank farm facility.The estimated cost to construct the project is $8.41 per gallon.Based on the DC's benchmark unit costs of $12.00 to $14.00 per gallon for facilities with 50,001 to 100,000 gallons of storage,the project falls below cost containment by $3.59 per gallon.The project will increase the community's storage capacity by approximately 7%. Private Enterprise Policy The recommendations in this CDR comply with all standards established under the DC's Draft Private Enterprise Policy issued in January 2001. Desian Capacity Policy The planned storage capacity complies with the Denali Commissions Policy on Energy Project Design Capacity (no more than 13 months storage),and meets the 20% capacity increase benchmark stated in the DC's Cost Containment Policy. Port Lions Bulk Fuel Upgrades CRW Engineering Group,LLC. Conceptual Design Report 15 March 2006 (1 \VICINITY MAP FIG1/APPROXIMATE SCALE 1”=1000 FEET (Sew FILENAME:Project: Stote of AlaskaDepartmentofCommunityontEconomicDevelopmen'AIDEA/AEARuralEnergy-Group 3.West Northern ts Bivd.B15eheropa Mloake SOS0S,*aw |=ALASKAABNFBakASEA PORT LIONS BULK FUEL UPGRADES VICINITY MAP Project No:30401.29 Drawn By:SOK Scale)AS SHOWN Date 1/06 Figure:1 Aoer43aJ.q3102it8232alinetwhenceAL (7 Sp aio hams eiaesaa oehoto1-Existing 30,0 Gallon Mk By Na it RA nect asy es as . CaFeeLES.rset ae Existing Tank Manifold System Photo 3 -Actively Leaking Flanged Tank Connection Photo 4 - orsisting Truck Fill Facility -PRS ETLAGT DEPathe r[aefi4 CR TN gore,me SRE e- t i hae* Noseps ED af: Emary Yetallvowsabes. Photo 11 -Barge Header/Marine Dispensing Enclosure (Interior) TRIP REPORT ENGINEERING GROUP LLC 3940 Arctic Blvd.Suite 300 Anchorage,AK 99503 (907)562-3252 FAX 561-2273 DATE:October 6,2005 PROJECT:Port Lions BFU (30401.29) LOCATION:Port Lions,Alaska REPORTER:Karl Hulse PURPOSE:_Initial Site Visit Site Visit Personnel: Ron Brown Alaska Energy Authority Karl Hulse CRW Engineering Group LLC. Schedule of Activities: 6:00 a.m.-Arrived at ERA Airlines Gate at approximately 6:00 a.m. 8:00 a.m.-Arrived in Kodiak and proceeded to local restaurant with other site visit personnel for breakfast. 9:30 a.m.-Departed for Port Lions on Island Air10:00 a.m.-Arrived in Port Lions and proceeded directly to the Kizhuyak Ol Sales Office. 11:00 a.m.-Proceeded to bulk fuel tank farm to begin inspection. 12:00 p.m.-Went to dock to inspect barge headers and transfer pipelines. 12:30 p.m.-Inspected various intermediate and end use tanks around town. 2:30 p.m.-Departed Port Lions 5:30 p.m.-Arrived back in Anchorage Existing Facilities and Operational Scenario: Kizhuyak Oil Sales (Kizhuyak Oil),a for-profit subsidiary of the Port Lions Traditional Tribal Council,owns and operates the only active bulk fuel tank farm in Port Lions. Kizhuyak Oil also operates the only retail fuel sales operation in town,offering diesel #1,diesel #2 and gasoline to local public entities,residents and transient boat traffic. The acting president of Kizhuyak,Wayne Lukin,and the local fuel system operator, Richard Pestrikoff,led the site visit crew on a tour of the community's existing fuel storage and handling facilities. The existing tank farm was constructed in 1990 and is located on Tract C of U.S. Survey 2005,approximately 1,000 LF east of the existing Wakefield Cannery Dock; ownership of the site has reportedly been conveyed from the City to Kizhuyak Oil. However,documentation of this land transfer was not provided during the site inspection.The tank farm consists of three 30,000-gallon diked ASTs (approximate dimensions of 11'diameter by 43'long,one each for diesel #1,diesel #2 and gasoline). Each primary tank is equipped with five top penetrations (four 4-inch diameter threaded penetrations and one 16-inch flanged manway)and two end penetrations (one 4-inch flanged fill/draw and one 1-inch threaded water draw).One of the 3-inch top penetrations on each tank is fitted with a screened normal vent,and it appears that the manways have elongated bolts to provide emergency venting.Threaded plugs are installed in the remaining primary tank penetrations.Each tank also includes four threaded penetrations (two 2-inch and two 3-inch)and two 16-inch flanged manways in its steel secondary containment dike. The tanks are filled through their flanged bottom penetrations via one of two existing 4- inch diameter steel pipelines which connect the tank farm to barge headers located at the southwest corner of the Wakefield Cannery dock,approximately 1,500-feet away. One pipeline is dedicated to gasoline transfers and terminates at the gasoline storage tank (Tank #3).The second line conveys both #1 and #2 diesel fuels,and ties into a manifold system at the tank farm for filling Tanks 1 and 2.The barge headers consist of flanged ball valves at the end of each 4-inch pipeline;each valve is normally closed and blind-flanged.The barge headers are enclosed within a 12'x16'plywood structure. One end of the structure opens to allow the barge hoses to enter the building.Fueling is accomplished by connecting a flanged quick connect fitting to the flanged ball valve at the header and then connecting the barge hose.The flanged quick connect fitting is supplied by the fuel delivery company. There are three fuel dispensers in town,referred to here as:1)the bulk transfer station, 2)the gasoline dispenser and 3)the marine dispenser.Each facility is described in detail below., The bulk transfer station,located adjacent to Kizhuyak Drive approximately 60-feet north of the tank farm,consists of a basket strainer,meter and two hose /nozzle assemblies (one 2-inch and one 1-inch hose).The facility sits on an elevated wooden platform and is connected to the bulk fuel tank farm manifold system via two 3-inch steel pipelines (diesel #1 and #2).The larger nozzle is used to transfer fuel to Kizhuyak Oil's tank truck;the smaller nozzle facilitates the filling of drums for residents who haul their own heating fuel.All dispensing at this facility is by gravity.| The gasoline dispenser is located approximately 500-ft west of the existing tank farm at a gravel pullout along Kizhuyak Drive.The facility consists:of a single product mechanical dispenser installed on a small concrete pad and enclosed in a three-sided wooden structure.The dispenser is connected to the 4-inch gasoline fill pipeline which passes directly behind the enclosure.A suction pump within the dispenser draws gasoline from the bulk tanks via the 4-inch line.Reportedly the dispenser "freezes up”at temperatures below 35°F and,therefore,is inoperable during the majority of winter months.This malfunction is likely due to inadequate grease for the temperatures or a malfunctioning solenoid valve within the mechanical dispenser. The marine dispenser is located within the barge header enclosure on the dock and is utilized primarily for retail fuel sales to commercial and recreational boats.The facility consists of two 2-inch strainers and meters connected to 20-foot hose /nozzle assemblies.Diesel #2 and gasoline are delivered by gravity from the bulk tanks via 2- inch taps into the 4-inch barge fill lines.When the Kizhuyak Drive gasoline dispenser freezes up,local vehicles are driven onto the dock and fueled at the marine dispenser. The maximum allowable single vehicular load on the dock is 5,000-Ib. Retail fuel sales are offered on Monday,Wednesday and Friday from noon until fueling is complete.Kizhuyak Oil offers heating oil delivery services,but most residents . choose to forego the additional delivery fee and haul their own oil in 55-gallon drums. Existing System Deficiencies Tank Farm The existing tank farm does not comply with current fire code requirements.A partial list of code violations noted during the site visit is provided below: Inadequate separation distance between bulk tanks No security fenceEmergencyvents and overfill prevention devices are inadequate Several connections are actively leaking Tanks exceed allowable capacity for dispensing (12,000-gallons max per IFC2206.2.3(3)) Gravity dispensing of diesel and gasolineis not allowed per IFC 2206.7.8 No regulatory plans on file No spill contingency tank and Insufficient spill contingency equipmentONDARWN>Components Suitable for Reuse The existing diked tanks are approximately 16 years old and appear to be in good condition.According to the operator,the tanks have been sanded and painted at least two times since they were installed.Minor rust scale is evident on the tops of the tanks but,overall,they appear sound. The existing piping is in fair condition.The majority of the pipe is coated with HDPE. The coating is not intended for above grade installation and is cracking and peeling due to UV exposure.Portions of the existing pipe might be reusable if properly cleaned and wrapped using a UV-resistant tape coat. One meter at the marine dispensing facility was recently replaced with a new Liquid Controls brand meter that appears suitable for reuse.The remaining meters appear to be more than 20-years old and should be tested prior to being considered for reuse. Capacity Considerations The gross capacity of Kizhuyak Oil's existing tank farm is approximately 90,000-gallons.The community's annual fuel consumption totals approximately .106,000-gallons (55,000-gallons #1 diesel,10,000-gallons #2 diesel and 41,000-gallons gasoline).Fuel is delivered by commercial barge (Petro Marine)out of Kodiak.Historically,barge deliveries have occurred twice per year.However,rising demands coupled with the community's limited storage for #1 diesel may require the addition of a third annual delivery in the near future.The extra barge trip will increase Kizhuyak Oil's operating expenses,resulting in higher fuel prices for residents and local fishermen. The majority of fuel sales are used for residential heating,motor vehicles and commercial boats.The community receives power from the Terror Lake Hydroelectric Plant,owned and operated by the Kodiak Electric Association (KEA).A local diesel powerhouse provides power during routine maintenance and emergencies,and is typically operated less than 2-weeks per year.The population of Port Lions has increased at approximately 1%per year over the past three decades (from 215 in 1980 to 256 in 2000);no new housing developments are planned at this time. Based upon information gathered during the site visit,it appears that the current storage capacity for #2 diesel and gasoline is sufficient for the next ten years. However,in order to maintain the current practice of only two annual barge deliveries, the storage capacity for #1 diesel should be increased. Proposed Upgrades The following proposed project scope is based upon limited observations made during the site visit and discussions with Kizhuyak Oil officials.Tasks are listed in order of necessity;task #1 is assigned the highest priority. 1.Bring existing tank farm into code compliance -Replace existing leaking valves and fittings.Install security fence,emergency vents,gauges and overfill protection devices.Adjust tank positions to provide adequate separation distances.Install ladders and catwalks on tanks for improved access. 2.Construct new bulk fuel transfer facilities near existing fuel truck storage site, including truck fill secondary containment area,pumps,piping and control systems.Configure bulk transfer pumps to deliver fuel to dispensers (see below).Install proper signage and lighting. 3.Replace existing gasoline dispenser with new,three-product mechanical retail sales dispenser(s).4.Upgrade marine dispenser-e Install hose reels with new hose and nozzle assemblies within existing plywood enclosure. e Install new meter for diesel dispensing operation. e Install emergency stop switches. 5.Upgrade barge header-e Install check valves on existing dual product barge headers.e Verify that existing isolation valves at shoreline are functional and replace if necessary.These valves will be critical during the upcoming dock reconstruction project. 6.Repair coating systems - e Bulk Tanks:Prep and paint existing bulk tanks. e Pipelines:Remove existing HDPE coating which has delaminated from pipelines,sand/grind off visible corrosion and wrap with UV-resistant tape coat. a 7.Provide additional bulk fuel storage -Convert the existing 30,000-gallon gasoline tank into storage for diesel #1.Modify pipe manifolds as necessary for the tank additions. 8.Relocate tank farm approximately 100 feet to south and combine with proposed bulk transfer facilities.This would eliminate approximately 150 linear feet of dual 4-inch pipeline and improve access to the facility. 9.Decommission (cleaning inside and permanently closing the tank from any future use)existing,out of service vertical tanks (one 90,000-gallon and one 230,000-gallon). Select Photos Taken During the Site Visit See attached pages (4) Top Penetrations on 30,000-gallon Diked Tanks ree Seib a i 3 TC EREP TG RARENBSa3Fsta Existing Bulk Fuel Transfer Station with Tank Farm Beyond Existing Bulk Fuel Transfer Station (Strainer,Meter and Hose/Nozzles for Diesels #1 and #2) Existing Gasoline Dispenser.4-inch Gasoline and Diesel SalesBargeFillPipelinesBeyond. 4-Inch Fill Pipelines Along Kizhuyak Drive Fill Pipeline lsolation Valves at Shoreline 2 i-"AR PBL T f (s oF ; .i]Riyes 5:ghtia 2ne) ry ix Header Enclosure Beyond Fill Pipelines Mounted to Dock. Native rEerate 18Marine Dispensing and Marine Dispensing and Header Enclosure Local Operator Richard Pestrikoff Demonstrating Access Barge Headers and Marine Dispensers (Black Hose is to Enclosure for Barge Fuel Delivery Gasoline,Yellow Hose is Diesel #2) a 2 ij Fill Pipelines poe Cates 4 Gasoline e 34 Dispenser Existing Vertical ASTs (No Longer in Service)Aerial View of Existing Facilities »)a TRIP REPORTKCRW ENGINEERING GROUR LLC 3940 Arctic Blvd.Suite 300 Anchorage,AK 99503 (907)562-3252 FAX 961-2273 DATE:January 5,-2006PROJECT:Port Lions BFU (30401 .29) LOCATION:Port Lions,Alaska REPORTER:Aric Beane PURPOSE:Test Pits at Bulk Fuel Facility Site Visit Personnel: Aric Beane .CRW Engineering Group LLC. Schedule of Activities: 6:00 a.m.-Arrived at ERA Airlines Gate at approximately 6:00 a.m. 8:00 a.m.-Arrived in Kodiak and picked up by the Island Air shuttle. 10:00 a.m.-Departed for Port Lions on Island Air.10:30 a.m.-Arrived in Port Lions and proceeded directly to the Kizhuyak Oil SalesOffice. 11:00 a.m.-Proceeded to bulk fuel tank farm to begin digging test pits. 1:30 p.m.--Went to Kizhuyak Oil Sales Office. 4:00 p.m.-Departed Port Lions. 7:30 p.m.-Arrived back in Anchorage. Test Pits at Bulk Fuel Facility: The acting president of Kizhuyak,Wayne Lukin,gave a quick tour of the community as the tracked excavator was walked from the maintenance garage to the bulk fuel facility. After reviewing a preliminary site plan,Wayne had some comments about the layout of the facility.He would like to have the truck transfer area mirrored (pump cabinets placed closest to Kizhuyak Road),the tank farm rotated so that the orientation of the tanks would match the existing orientation (tanks orientated north /south)and the dual product dispenser moved onto the existing gravel pad.The location of components inrelationtotheprevailing.weather was the biggest concern for these changes.Most oftheharshweathercomesfromtheNortheast. Following the discussion about changing the facility layout we walked the site todeterminethebestlocationsforthetestholes.A Catepillar 215 excavator was used to dig 2 test pits at the location of the proposed bulk fuel facility and truck transfer area. Test Hole no.1 is located approximately 100 ft south of the existing bulk fuel tanks and 70 ft west of the existing fuel lines.This hole was dug to a depth of 5 ft before encountering bed rock.The first 3 ft of the hole was organic material while the last 2 ft was Clay. Test Hole no.2 is located approximately 45 ft north of the existing gravel pad and 45 ft west of the existing fuel lines.The hole was dug to a depth of 5 ft before encountering bed rock.The first 3 ft of the hole was organic material while the last 2 ft was clay. Select Photos Taken During the Site Visit _See attached pages (2) aisTestHoleNo: ge ae al. $over a Clay layer) s eee 5 Test Hole No.1:location in reference to existing tanks Test Hole No.1:location in reference to existing pipe lines Pa Siercat he, Test Hole No.2 pad location in reference to existing gravel Test Hole No.2:location in reference to existing pipe lines KODIAK LAND SURVEYING PO BOX 2322 KODIAK AK 99615 (907)486 -1930 kodiaklandsurveying@ak.net January 16,2006 CRW 3900 Artic Blvd.,Suite 203. Anchorage Alaska 99503-5781 RE:Port Lions Bulk Fuel Upgrades Survey Karl Hulse: | Enclosed find the Topographic Survey of the Port Lions Fuel Farm - Signed Paper Copy AutoCAD Drawing file Title Report If you need additional information or you need the drawing in a different format please | let me know. Also call with any questions. Thanks | Jim Purdy Kodiak Land Surveying iaesWESTERN ALASKA LAND TITLE CO. 506 Marine Way,Suite 3 e P.O.Box 864 »Kodiak,Alaska 99615(907)486-4433 ee Fax (907)486-5109 CERTIFICATE TO PLAT KODIAK LAND SURVEYING Our Order Number:3974 P.O.BOX 2322 KODIAK,AK $9615 Attention:JIM PURDY Date:November 21,2005 at 8:00 a.m.- Amount Due $424.00 That title to the property described herein is vested on the date shown above in CITY OF PORT LIONS, ALASKA,an estate in fee simple,subject only to the exceptions shown herein. This report shali have no force or effect except as a basis for the coverage specified herein. aBy_. F +" . aoeareneeee _TimothyJ..Hurley,President Validating aLEGALDESCRIPTION:"e LOT ONE (1)of the proposed subdivision of TRACT C,ALASKA LAND SURVEY 54-27/28 (TOWNSHIP 27 SOUTH,RANGE 22 WEST,SEWARD MERIDIAN)according to Plat filed by the Alaska Division of Lands under Plat No.68-11,locatedin the Kodiak Recording District,Third Judicial District,State of Alaska.(As shown on Exhibit "A”attached hereto) -continued - NOTE:Investigation should be made to determine if there are any service,installation,maintenance or construction charges for sewer,water or electricity. WESTERN ALASKA LAND TITLE CO. Page 2 Order Number:3974 SUBJECT TO: 1.Issuance and recordation of U.S.Patent.The property described herein was selected by the State ofAlaskaandtentativelyapprovedforconveyancebytheUnitedStatesofAmerica. Reservations containedin State of Alaska Patent. Taxes,if any,due the Kodiak Island Borough. Right of way granted to the State of Alaska by Wakefield Fisheries for a road right of way,sixty (60)feet inwidth,recorded April 20,1972 in Book 25 at Page 373.Reference is hereby made to said instrument for a full description of the centerline thereof. Easements,conditions and reservations contained in Deed from Wakefield Seafoods,Inc.,to City of Port Lions recorded November 25,1975 in Book 32 at Page 989. Rights of the public and/or governmental bodies.(agencies)in and |to any portion lying below the meanhightidelineofKizhuyakBay. Any prohibition or limitation on the use,occupancy or improvement of the land resulting from the rights of the public or riparian owners to use any waters which may cover the land. This report is restricted to the use of the addressee,and is not to be used as a basis for closing any transaction affecting title to said premises.Liability of the company for the information provided herein and any claim of negligence resulting therefrom shall be limited to the compensation received therefor. END OF EXCEPTIONS Certificate to Plat ;Order No:3974 WESTERN ALASKA LAND TITLE CO. Page 3 Order Number:3974 Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA).generally prohibits anyfinancial institution,directly or throughitsaffiliates,from sharing nonpublic personal information about you with a nonaffiliated third party unless theinstitutionprovidesyouwithanoticeofitsprivacypoliciesandpractices,such as the type of information that itcollectsaboutyouandthecategoriesofpersonsorentitiestowhomitmaybedisclosed.In compliance with the GLBA,we are providing you with this document,which notifies you of the privacy policies and practices ofStewartTitleGuarantyCompanyandWesternAlaskaLandTitleCompany,Inc. 'We may collect nonpublic personal information about you from the following sources: e Information we receive from you,such as on applications or other forms. Information about your transactions we secure from our files,or from our affiliates or others Information we receive from a consumer reporting agency. Information that we receive from others involved in your transaction,such as the real estate agent or lender. e Unless it is specifically stated otherwise in an amended Privacy Policy Notice,no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to ouraffiliatesortononaffiliatedthirdpartiesaspermittedbylaw. We also may disclose this information about our customers or former customers to nonaffiliated companies that perform services on our behalf. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LOW. We restrict access to nonpublic personal information about you to those employees who need to know thatinformationinordertoprovideproductsorservicestoyou.We maintain physical,electronic,and procedural -safeguards that comply with federal regulations to guard your nonpublic personal information.(11-02-05) TJH/amp 12/2/05 © Certificate to Plat Order No:3974 '¢ion of ONE AND NO/100 DOLLARS ($1.00),lawful money of the SY)0°QuirenaIM DEED .'the Grantor,WAKEFIELD SEAFOODS,INC.,of 2600 EastNutwoodAvenue,Suite 950,Fullerton,California,a corporationduly,authorized to do business in Alaska,for and in considéera . United States of America in hand paid,conveys and quitclains to the City of Port Lions;Alaska,and to its successors and ' [assigns forever,the following described real property situatedintheKodiakRecordingDistrict,Third Judicial District,State :of Alaska,and'more particularly described as follows:PARCEL A-Coamencing at;Onitea States Survey No.Corner No.Z,the point of beginning;22003,'thence North 49°09°00"West a distance of548.00 feet on an extended tangent of the Southwest boundary of U.S.Survey #2005 to KRO¢.aghdtMeanHighWaterMarkofSettlerCove:Thencethefollowingbearingsand:distances along.thegeanderliner. ae werSouth43°33°00"West a distance of 172.50 feetSouth25°20'00"West a distance of 425.00 feet (,%South 10°S3°00"West a distance of 233.00 feet . South 47°S0°00"West a distance of 64.00 feat ' South 04°55'00*East a-distance of 90.00 feet | South 68°04°00"East a distance of 225.00 feet ' South 18°47°00"West a distance of 519.00 feet iSouth47°05°00"West a distance of 166.00 feet . South 15°58'00"West a distance of 237.50 feet South:0°37'00*East a distance of 123.00 feet " .1+South 27°24°00"West a distance of 219.00 feetSouth75°02°00°%West a distance of 162.00 feet . South 38°59°38"West a distance of 326.41 fedt,*.to where the Mean High_North boundary of U.S.'Thence East.a distance"North of U.S. Water intersects 'theSurvey$1736;of 14.00 feet along 'theSurvey$1736 C.M.c.#6 -.e-°°1 U.S Survey #1734 the Mean High Water Mark of _.Of U.S.Survey $1736;thence East a distancelof439.00 feet along the North boundary of Kizhuyak Bays thence the following bearings teemeememeenecarbineseseteraaeMansemmmematenfor©©oeomenace5 ve and distances along the meander line: North 66°25'00"East a distance of 154.00 feet North:05°05'00"East.a distance of 64.00.feet oa North 80°46'00"Zast.a distance of 54.00 feet-- '>..North 53°29'00"East a distance of 27.00 feet .North 33°%28'00"East a distance of 54.00 feet :South 44°03°00"East a distance of 48.00 feeb t . : Worth 63°46'00"East a distance of 15.00 feet . North 21°00'00"East a distanca of 83.00 feet . North 34°30°00"West a distance of 45.00 feet . North 25°22'00"East a distanceof484.00 feet.North 37°34'00"East a distanca of 243.00 feet.. North 67°10'00"East a distance of |QUITCLAIM DEED =1 53.00 feet -toyeenmesmeateee!meneVe. t"aet_36. .OUTTCLAIN DEED :-AND ASSIGNMENT OP EASEMENTS cmetheeemerreeretstaeeeamen+coeseee,,.The Grantor,WAKEFIELD SEAFOODS,INC.,of 1440 North2HarborBoulevard,Fullerton »California,a Lo Delaware corporation,fer and in consideration of ONZ .wl g "DOLLAR ($1.00),lawful money of the United States of America in . tet hand paid,conveys,quitclaims and assigns to HUNT-WESSON FROZEN . te REFRIGERATED FOODS,DIVISION OF HUNT WESSON FOODS,INC.,a .|Delaware corporation,of 2600 East Nutwood,Suite 950,Fullerton,California 96231,and to its successors and assigns forever,the following described real property situated in the Kodiak Recording.District,Third Judicial District,State of Alaska,and moreparticularlydescribedasfollows:'MahetyeStewae. An easement underlying and for twenty (20)feet on either side of the pipelines which run from the fuel oil storage tank farm and storage area whichisapproximately2.520.feet from the shore-line at the dockside "and a tank site easement con- sisting of the area underlying the fuel oil storage a tanks as they presently exist and an area twenty (20) feet in width around the exterior perimeter of the . . tanks as they now exist,TOGETHER WITH a temporary .easement at the option of Grantee,its successors .oa and assigns,to use such adjacent and contiguous . areas as may be necessary either to repair,maintain, .service,réplace or remove either the pipelines or !the tanks now in place,and for ingress and egressacrossthefollowingdescribedrealpropertytothe +tanks and pipelines,and an easement for the use ofthewharf,dock and terminal facilities used in . .connection with the pipelines and the tanks des-. : eribed above,all of which pipelines and fuel oil .4 oe storage tanks.are located on the following «described |real propertys Commencing at United States Survey No.2005+Corner No.2,.the point of beginning;thence -North 49°09°00"West a distance of 548.00 :. Feet on an extended tangent of the Southwest boundary of U.S.Survey #2005 to Mean High . Water Mark of Settler Cove:Thence the following bearings aand distances along themeanderline:. ||'+.BARCELA : .| t % | 1 South 43°33°00"West South 25°20°00"West South 10°S8°00"West South 47°50°00"West South 04°S55°00"East South 68°04°00"Bast South 18°47°00°West South 47°05'00"°West South 15°58'00"Wast *South 0°37°00"East South 27°24°00"West South 75°02*00"West South 39°59°38"West distance of 172.50 feet distance of 425.00 feet .' distance of 233.00 feet . distance of 64.00 feet distance of 90.00 feet distance of 225.00 feet a distance of 518.00 feet _. distance of 166.00 feet distance of 237.50 feet distance of 123.00 feet - distance of 219.00 feet distance of 162.00 feet distance of 326.41 feetSactsiteCeeeeeeeeee 'North 78°20°00"East -Worth 73°47°'00"East Nodak:Boasting,Wisrke to where the Mean High Water intersects theNorthboundaryofU.S.Survey #1736; Thence East a distance of 14.00 feet along theWorthboundaryofU.S.Survey #1736 C.M.C.26 of U.S.Survey #1736;thence East a distance of 439.00 feet aiong the North boundary of U.S. Survey #1736 the Mean High Water Mark of Kizhuyak .Bays thence the following bearings and distances along the meander line: distance of 154.00 feet distance of 64.00 feet. distance of 54.00 feet-@istance of 27.00 feet distance of 54.00 feet distance of 48.00 feetdistanceof15.00 feet distance of 83.00 feet distance of 45.00 feet distance of 484.00 feet distance of 243.00 feet distance of 53.00 feet distance of 48.00 feet distance of 90.00 feet distance of 93.00 feet distance of 41.00 feetdistanceof62.00 feet @distance of 77.00 feet distance of 141.00 feet distance of 287.00 feet distance of 78.00 feet distance of 40.00 feet aistance of 11.00 feet distance of 48.00 feet distance of 30.00 feet - distance of 64.00 feet distance of 42.00 feet distance of 55.04 feet to intersect with the Southwest boundary of . U.S.Survey #2005 at the Mean High Water Mark; North 66°25°00"Bast North 05°05°00"East North 80°46°00"East North 53°29'°00"East. North 33°28'00"East South 44°03°00"Last North 63°46'00"East Worth 21°00°00"East North 34°30°00"West North 25°22°00*East North 37°34°00"East Borth 67°10°00"east South 69°21'00"East Worth 27°35°00"East: North 74°30°00"East North 28°49°00"East North 68°28°00"East Worth 19°41°00°East North 56°24°00*East North 64°31°00"East South 45°29"00"East North 51°33°00"East Rorth 42°39°00"West North 13°10°00°East North 48°32'00"East CODDWorth 18°48'00°East "Thence North 49°09°90"West a distance,of 10:00 feet along the Southwest boundary of U.S.Survey+$2005 to W.C.M.c.#1 of U.S.Survey #20057 Thence North 49°09'00"West a distance of 789.36 feet along the Southwest boundary of U.S.Survey #2005 to Corner #2 of U.S.Survey #2005,the point of beginning,hereby containing 37.27 acres,more or less. PARCELB Commencing at United States Survey #2005,Corner 42,the Point of Beginning;thence North 40°51' Bast a distance of 3217.50 feet,along the North- west boundary of U.S.Survey 42005,also the eomaon boundary between Tracts "B"and "G",to U.S.Survey #2005.Corner #3,thence South 49°09' East a distance of 1172.16 feet,along the North- east boundary of U.S.Survey #2005;thence the a i pomr,_36 rn $55 _SraercdvalLeE2- ikdalANCHOAAGE,AL 99500 .North 10°44°00"East South 34°21'34"West .North 53°32°32°East «|3b:Keck'Recoreck ent following bearings and distances along the meanderline:: . North 31°39°00"°East a distance of 646.80 feetdistanceof237.60 feet distance of 211.20 feet distance of 397.79 feet distance of 237.61 feet South 79°41°51°West a distance of 406.66 feetSouth66°11°41"West a distance of 683.30 feet a a North 47°54°00"West a a a a a South 58°30°29"West a distance of 181.57 feet a a a a a a a a North 02°50°04"Fast North 59°53°05"West South 44°30°35"West a distance of 283.90 feetSouth38°55'31L°West a distance of 345.32 feetSouth32°08'36"West a distance of 937.62 feetdistanceof250.26 feet distance of 151.83 feet distance of 772.44 feetSouth55°45°37"West a distance of 264.09 feetSouth40°04°31"West'a distance of 330.14 feet,to intersect with the extended tangent of tha Southwest boundary of U.S.Survey #20057 thence South 49°09°00"East a distance of 594.00 feet along the extended tangent of the SouthwestboundaryofU.S.Survey #2005,also the common boundary between Tracts "B®and "A*to Corner South 86°00°02"West a South 61°02°38"West Wo.2 of U.S.Survey #2005;the Point of Beginning, thereby containing 54.33 acres,more or less. PARCEL C "Commencing at United States Survey #2005,Meander Corner #7,the point of beginning;thence the following bearings and distances along themeanderlines distance of 197.99 featdistanceof204.76 feet distance of 429.33 feet distance of 126.06 feet distance of 441.29 feet distance of 581.09 feet distance of 349.56 feet distance of 392.55 feet distance of 85.09 feetdistanceof69.66 feet distance of 1147.60 feet North 13°56'O1L”West a distance of 725.47 feetNorth56°17'52"West distance of 211.20 feetSouth51°47°00*Westa distance of 534.60 feettoCorner#43 South 40°31"00"West a distanceof1152.04 feet to Corner #5;North 49°69'00" West a distance of 168.96 feet to Corner #6;-South 40°51'00"West a distance of 658.02 feet to Corner #7 and point of beginning;containing60acres,more or less.. South 55°11'51"EastSouth03°00°04"WestSouth26°14'30"West South 52°36°50"East Worth 55°18°22"East North 45°51°35”"East South 74°29'S7”"East North 57°44°46"East North 5§5°50°32°Bast North 35°46°31"East U.S.SURVEY #2065 Commencing at U.S.Survey #2005 Meander Corner#1,the point of beginnings thence North 49°09° West a distance of 831.60 feet to Corner #23 thence North 40°51"East a distance of 3217.50 + -3-OAR:Lofatrshaedeei ie OT 874-7812 TUS_-T feet to Corner #33 thence South 49°09"East a'distance of 1642.72 feet to Corner #4;thence South 40°51"West a distance of 1859.22 feet toCorner#53 thence North 49°09 West a distance of 168.96 feet to Corner #6;thence South 40°51° West a distance of 658.02 feet to Corner #73 ';thence following a Westerly arc along bound ary of Tidelands Tract #1 'a distance of 932.58 feet, more or less;thence South 11°22°West a dis- tanca of 219.78 feet to Corner #1;the point of 'beginning and containing 107.79 acres,more or less. EXCEPTING THEREFROM a portion of U.S.Survey $2005 more particularly described as follows: Beginning at:Corner #5 of U.S.Survey #2005 as accepted by General Land Office July 10,19333:thence North 49°09°West,a distance of +170.01 feet;(original Plat 168.96)to Corner #6 of said Survey #2005;thence North 40°51° East a distance of 168.96 feet;thence South 49°09°West a distance of 170.01 feet to the Southeast boundary of said 'U.S.Survey #20057thencealongsaidboundarySouth40°51"West a distance of 168.96 feet to the point of beginning;thereby containing 0.66 acres,more or less”(intheKodiakRecordingDistrict).TIDELANDS TRACT 1 Commencing at United States Survey #2005,Meander Corner #1,the point of beginning;thence thefollowingbearingsanddistancesalongtheorigi-nal meander line of Mean High Water; North 66°51'10"West a distance of 131.95 feet; North 74°04°19"West a distance of 131.95 feet; North 78°17'23°West a distance of 131.95 feet; North 82°S7'54°West a distance of 131.94 feet; North 87°55°S6"West.a distance of 131.92 feet;South 87°18°55"West a distance of 131.94 feet; South 80°10°04"West a distance of 131.94 feet; South 11°21°53"West a distance of 219.74 feet to Meander Corner No.1 of U.S.Survey #2005; _thence North 49°09'00°West a distance of 32.24feetalongtheSouthwestboundaryofU.S.Survey*$2005 to the Mean fligh Water Mark: Thence the following bearings and distances. along the meander line of Mean High Waters South 18°43°30°West South 73°47°00"West South 489°32°00"West South 13°10'00"West distance of 55.04 feet; distance of 42.00 feet; distance of 64.00 feet; distance of 30.00 feet? South 42°38°00"East a distance of 48.00 feet;South 51°33°00*West a distance of 11.00 feet;Worth 45°29'00*West a distance of 40.00 feet;South 78°20'00*West a distance 'of 78.00 feet:South 64°31'00"°West a distance of 287.00 feet;-South 56°24°00"West a distance of 141.00 feet; a4.soemape ARaHattenPETAfiporesnesi_(en 270-7828 and terminate and the fee shall revert to the City of Port Lions,. South.19°41'00"West South 68°28°00*"West South 28°49'00"West South 74°30°00*West South 27°35°00°West North 69°21°00"West 'South 67°10'00*West South 37°34'00"West South 25°22°00"West South 34°30°00"East South 21°00°00"West South 63°46'00"West North 44°03'00*West +South 33°28°00"WestSouth53°29°00°west South 80°46°00"West South 05°05°00"West. South 59°54°S1"West fe ica 65 G- distance of distance of distance of distance of distance of distance of distance of @istance of distance of distance of distance of distance of distance of distance of distance of distance of distance of distance of 77.00 feet; 62.00 feet; 41.00 feet; 93.00 feet; 90.00 feet; 48.00 feet; 53.00 feets 243.00 feet; 484.00 feet; 45.00 feet; 83.00 feet; 15.00.feet; 48.00 feet; $4.00 feet;27.00 feet; 54.00 feet;64.00 feat; 175.28 feet,to intersect with North boundary of,0.3.Survey#17363 Thence South 86°29°56"East 81.07 feet along the North Boundary of 0.S.Survey $1736 to - °Meander Corner #1 of U.S.Survey #1736;thence North 73°14°24"East a distance of 3174.83 feat along the seaward boundary of Tidelands Tract 1:- Thence North 39°25°00"West a distance of 250.00 feet to intersect the original meander line ofMeanHighWaterofTract"C";thence thefollowingbearingsanddistancesalongsaidMeanderLine: South $5°18'32"West North 52°36'SO°West North 26°14'30"East Worth 03°00'04"East North $5°11'51"West to Corner #7 of U.S. or Tess. "distance 'of distance of a a a distance of a distance of distance of 441.29 feet; 126.06 feet; 429.33 feet; 204.76 feet; 197.99 feat Survey #2005,the Point ofBeginning,thereby containing 52.66 acres,more PROVIDED,HOWEVER,that should such,pipelines and fueloilstoragetanksberemovedfromtheirpresentlocationandnotbereplacedwithintwo(2)ye2rs,then this Alaska,its guccessors and assigns. March DATED at Fullertone19 shall 'California,this iith day of Lo .os WAKEFIELD SEAFOODS,INC..Grantor -s--neeererrrsempmeIan,pemcnemnnteennanenresPen8 "y :ao j vane RL ae.be -BoCk_36 cs 857.;py +Kadeh Reosng Dienict:lerare OF CALIFORNIA » ° Fy )ss.°{counry OF ORANGE ) °THIS IS TO CERTIFY that on this i7th day of March »1977,before me,the undersigned,a Notary Public in and for theStateofCalifornia,personally appeared Richard A.Belmont :-_»knowntomeand to me known to ba the _vicePresident.of the WAKEFIELD SEAPOODS,INC.and known _?to me to be tha individual named in and who executed the foregoing_ddocument and he acknowledged to me that he was authorized toexecutetheforegoingdocumentbyauthoritygrantedhiminthe Bylaws or by resolution of the Board of Directors of said WAKEFIELDSEAFOODS,INC.for the uses and purposes therein set forth.WITNESS my hand and notarial seal the day and yearfirsthereinabovewritten. Outll 3 yinNotaryPublicjhandfor CaliforniaHYCommissionExpires:_YIU FL . 4 oo el adossane | :LIT:00 O773.||. :DESTHICT i 3.|Arh Asafog'.:oF =2 REQUESTED By : .7 'W ctera Alaska Land Tits Oh,0 Do co "AN Bow B88 . AMCHORACE, WOTt 278-7927 Loot oes Shades Alasiea 95815"as .. , -6-. : .re a ..1gnmgrnamanrprcnnnmien,oarsare!eeoo2..A00RESuca tor eomeesbenge+rene| i 4}SETOEMTTSwiEEay2|See WERT THe AYERUE}ANEHORAOE.AK,DO70T4(007)274-7085 ie .os 'The Grantor,WAKEFIELD SEAFOODS,INC.,of 2600 East\Nutwood Avenue,Suita 950,Fullerton,California,a corporationduly,authorized to do business in Alaska,for and in consideéra-tion of ONE AND NO/100 DOLLARS ($1.00),lawful money of the United States of America in hand paid,conveys and quitclaims to the City of Port Lions,Alaska,and to its successors andassignsforever,the following described real property situated"an the Kodiak Recording District,Third Judicial District,State :of Alaska,and:more particularly described as follows:"PARCEL A . /Commencing at United States Survey No.+2005 Corner Wo.2,the point of beginning;thence North 49°09'00"West a distance of 548.00 feet on an extended tangent of the ;Southwest boundary of U.S.Survey #2005 to Mean High Water Mark of Settler Cove:Thencethefollowingbearingsand-distances along themeanderline: {RES at +tgetdiyeset”"et \;ureSouth43°33'00"West a distance of 172.50 feet South 25°20'00*West a distance of 425.00 feet .,South 10°58'00°West a distance of 233.00 feat.South 47°50'00"West.a distance of 64.00 feet'South 04°55°00"East a distanca of 90.00 feet South 68°04°00"East a distance of 225.00 feet South 18°47'00"West a distance of 518.00 feet South 47°05'00"West a distance of 166.00 feet South 15°58'00"West a distance of 237.50 feet .South.0°37'00°East a distance of 123.00 feeta*+South 27°24'00"West a distance of 219.00 feet-South 75°02°00"West a distance of 162.00 feet South 38°59'38"West a distance of 326.41 fect-"to where the Mean High":Nerth boundary of U.S. .Thence East.a distance.North boundary of U.S. Water intersects the Survey #1736; of 14.00 feet along theSurvey#1736 C.M.C.#6:of 0.S.Survey #1736;thence East a distance'of 439.00 feet along the North boundary of.-'+0.8.Survey #1736 the Mean High Water Mark ofKizhuyakBay;thence the following bearings+and distances along the meander line: an North 66°25'00"East a distance of 154.00 feet::North.05°05'00"East a distance of 64.00.feetNorth80°46'00"East a distance of 54.00 feet-North 53°29'00*%East a distance of 27.00 feet North 33°28'00°East a distance of 54.00 feet .South 44°03°00"East a distance of 48.00 feet .North 63°46°00"East a distance of 15.00 feetNorth21°00'00"East a distance of 93.00 feet North.34°30'00*West a distance of 45.00 feet.North '25°22°00"East a distanceof484.00 feet.North 37°34'00"East a distance of 243.00 feet.. North 67°10'00"East a distance of QUITCLAIM DEED-1 _ 53.00 feet - i i "69*21'00"East a 27°35'00"East a distance of 90.0074°30'00"East a distance of 93.00 28°49'00"East a distance of 41.00 68°28'00*East a distance of 62.00 19°41'00"East a distance of 77.00 56°24'00°East a distance of 141.00 feet 64°31'00"East a distance of 297.60 feet -78°20'00"East a distance of 79.00 feet 45°29'00"East a distance of 40.00 feet 51°33'00*East a distance of 11.00 feet42°39°00°West a distance of 48.00 feet 13°10'00*East a distance of 30.00 feet48°32°00"Easta distance of 64.00 feet Q.73°47°00"East a distance of .42.00 feet -North 18°48700"Bast a distance of 55.04 feet ' .¢g intersect withthe Southwest boun of 7-7.thence North 4990900"West a distance of -.U.S.Survey #2005 at the Mean High Water Mark; Thence North 49°09"00°West a distance of 10.00 feet along the Southwest boundary of U.S.Survey $2005 to W.C.M.C.,#1 of U.S. Survey #20053 '*789.36 feet along the Southwest boundary of"20.8.Survey $2005 to Corner #2 of U.S.'Survey #2005,the point of beginning,hereby. '-'°eontaining 37.27 acres,more or less. PARCELB -°|Commencing at United States Survey #2005,'.Corner #2,the Point of Beginning;thence 'North 40°51°East a distance of 3217.50 'feet,along the Northwest boundary of U.S.'Survey $2005,also the common boundary_between Tracts "B”and "G",to U.S.Survey#2008 -Corner #3,thence South 49°09'zast'a distance of 1172.16 feet,along the North- North 31°39°00" line: distance distance 264.09 'east boundaryof U.S.Survey #2005;thence .-the following bearings and distances along (ad : East a of 646.80 -North 10°44'00°East a distance of 237.60 "North 47°54°00"West a distance of 211.20 feet"Worth 02°50°04°East a distance.of 397.79 feetNorth59°53'05°West a distance of 237.61 feet' 'South 79°41°51*West a distance of 406.66 feet South 66°11°41"West a distance of 6983.30 feet South 58°30°29"West a distance of 181.57 feet-South 44°30'°35*West a distance of 283.90 feet South 38°55°31°West a distance of 345.32 feetSouth32°08°36"West a distance of 937.62 feet South 34°21'34°West a distance of 250.26 feet - South 86°00'02"West a distance of 151.83 feet South 61°02'3a8"West a distance of 772.44 feet: South 55°45'37"West a of feet feet.Ve | JK yeeeePINERERSMitteEAE.sed--..+Sorth 53932132"East South'40°04'31"West a distanceof 330.14 feet,-to intersect with the extended tangent.of the'Southwest boundary of U.S.Survey #2005;thence South 49°09°00"East a distance of 594.00 feet along the extended tangent of the Southwest -....-boundary of U.S.Survey #2005,also the commonboundarybetweenTracts"B”and "A”to Corner:No.-2 of U.S.Survay #2005;the Point of:wo.Beginning,thereby containing 54.33 acres,----more or less. "PARCEL ¢ Commencing at United States survey #2005,:Meander.Corner $7,the point of beginning; .thence the following bearings and distances along the meander line: distance of 197.99 feat @istance of 204.76 feet distance of 429.33 feet distance of 126.06 feet distance of 441.29 feet South 55°11''S1"*FastSouth03°00°04"West South 26°14°30"West South 52°36°50"East Yorth 55°18'22"East .North 45°51'35"East distance of 349.56 feet distance of 392.55 feet distance of 85.09 feet distance of 69.66 feet distance of 1147.60 feet.' distance of 725.47 feet North 56°17'52"West a distance of 211.20 feet:,South 51°47°00°West a distance of 534.60 feet:to Corner $47 South 40°31°00"West a distance'of 1152.04 feet to Corner #5;North 49°09'002Westadistanceof168.96 feet to Corner #67 *South 40°51°00"West a distance of 658.02 feet ,to Corner #7 and point of beginnings containing.60 acres,more or.less. .South 74°28'57°East :-."North 57°44'46"East '|.”North 55°50'32*East'North 35°46'31"East North 13°56°01"West noeDeoeeewD'Ue Ss...SURVEY #2005:'Commencing at U.s.Survey #2005 Meander Corner_#1,the point of beginning;thence North 49°09° .West a distance of 831.60 feet to Corner #2; 'thenca North 40°51'East a distance of 3217.50 feet to Corner #37 thence South 49°09'East aYndittanceof1643.72 feet to Corner #4;thenceSowStadistanceof'1859.22 feet to Corner #5;thence North 49°09"West a distance West a distance of 658.02 feet toa Corner #7; thenca following a Westerly arc along boundary .'of Tidelands Tract #1 a distance of 932.58 feet,more or less;thence South 11°22°West a+distance of 219.78 feet to Corner $1;the pointofbeginningandcontaining107.79 acres,moreOrless.EXCEPTING THEREFROM a portion of 0.3.Survey #2005,more particularly described as follows: QUITCLAIM DEED -3” ay .toe ee distance of 581.09 feet os of 168.96 feet to Corner #6;thence South aaesi "A --' 'weerecpnesnemeeeecmapeemnnenensIN,seteneceeneernntensety+en .South 80°10'°04"West Beginning at.Corner 3s of U.S.Survey .#2005 as accepted by General Land Office _to Corner #6 of said Survey #2005;thence North.a0°Sl*East a distance of 168.96 feet;thence South 49°09°West a distance of 170.01 feet to the Southeast boundary of said U.S.Survey#2005;thence along said boundary South 40°S1'-West a distance of 168.96 feet to the point of fuly 10,1933;thence North 49°09"West,a uch'€istance of 170.01 feet;(original Plat 168.96)|A"' or less (in |the Kodiak Recording District).b"'TIDELANDS TRACT 1.er.Commencing at United States Survey y2008,Meander Corner #1,tha point of beginning; thence the following bearings and distancesalongtheoriginalmeanderlineofMeanHigh |Water} 'Worth 66°51'10"West a distance of 131.95 feet; North 74°04'19°West a distance of 131.95 feet;.Borth.789°17°23"West a distance of 131.95 feet;'North 8$2°57'°54"West a distance of 131.94 feet; North 87°55'56"West a distance of 131.92 feet; *South 97°18'°55"West a distance of 131.94 feet; st a distance of 131.94 feet; 'South 11°21'53*West a distance of 219.74 feettoMeanderCornerNo.1 of .U.S.Survey #2005;»thence North 49°09'00"West a distance of 32.24 -feat along the Southwest boundary of U.S.Survey,#2005.to the Mean:High Water Mark:.'Thence the following bearings and distances.meander |line of Mean High Water: distance of 55.04 feet; distance of 42.00 feet; distance of 64.00 feet; distance of 30.00 featr 'distance of 48.00 feet; distance of 11.00 feet;distance of 40.00 feet; distance of 78.00 feet; distance of 287.00 feet; Gistance af 141.00 feet; @istance of 77.00 feat;distanca of 62.00.feet;distance of 41.00 feat;distanceof 93.00 feet;distance of 90.00 feet; distance of 48.00 feet; distance of 53.00 feet;distance of 243.00 feet; distance of 484.00 feet;distance of 45.00 feet; distance of 83.00 feet;distance-of 15.00 feet; 1a°43°30"West 73°47°00"West 48°32°00"West. 13°10'00"West42°38'00"East §1°33°00"West 45°29°00°West 78°20°00"West 64°31'00"West 56°24°00"West 19°41°00"West 68°28°00"West 28°49°00"West 74°30°00"West 27°35'00"West 69°21°00"West 67°10°00"West 37°34'00"West *South 25°22'00"West South 34°30'00"East South 21°00'00"West South 63°46'00"West DORON:PQUITCLAIMDEED-4 =--toes 'beginning;thereby containing 0.66 acres,more #7"y tnemaneae8eeeA, eetaet : I bpds7) i2d: wal "te”Grantor,its successors and assigns,for the purpose of _Storage tanks as they presently exist and the aprurtenant catch North 44°03°00"West a distance of 48.00 feet;South 33°28°00"West a distance of 54.00 feet;South 53°29°00"West a distance of 27.00 feet;South '80°46°00"West a distance of 54.00 feet;South 05°05°00"West a distance of 64.00 feet: South 59°54°51"West a distance of 175.28 feet;.eres W736.with North boundary of U.s.Survey'Lae #1:367 . thence South 6°28'S6"East 81.07 feet along :the North Boundary of U.S.Survey #1736 to MeanderCorner#1 of U.S.Survey #1736;thence North . -.73°14'24"Bast a distance of 3174.93 feet along fh re+'the seaward boundary of Tidelanas-trace Ie"-- (44"3.°Phence North 39°25'00"West.a distance of be380.00 feet to intersect the original 34s':'meander line of Mean High Water of Tract >"Cc";thenca the following bearings and distances along said Meander Line: ”South 55°16'32"West a distance of 441.29 feet: North 52°36°S0"West a distance of 126.06 feet;iNorth26°14'30"East a distance of 429.33 feet;'. North 03°00'04"East a distance of 204,76 feet;| 'North 55°11'51"West a distance of 197.99 feat'{ te Corner #7 of U.S.Survey #2005,the Point of :Beginning,thereby containing 52,66 acres,moreofless.-. '.EXCEPTING fron.the above conveyance any and”all fueloil.storaga tanks and pipelines associated therewith,*FURTHER EXCEPTING 'from the above conveyance,for a iperiodofsix(6)months from the date of this conveyance,.¢ three house trailers.more particularly described as follows:SCA Sierra house trailer,Serial fo.CFESHSSX 3 CR S 394.2.A Shaata 55-foot tivo-bedroom housetrailer,5Serial Bo.NEG5-S5423.3.°'A Pacifica s5-foot two-bedroom housetrailer,Sexial No.FEBCHMOER-S-6851-TOGETHER WITH a reservation ofa temporary easement inspecting and Fenoving said 'house trailers.; RESERVING,NONETHELESS,to Grantor,its successors . and assigns,an easement underlying and fox twenty (20)feet on |either side of tha pipelines which now run from the fuel oil shod-storage tank farm and storage area to the dock;RESERVING ALSOatanksiteeasementconsistingoftheareaunderlyingthefuel basins aa they now exist around the exterior perimeter of saidtankortanks.TOGETHER WITH a temporary easement at the optionofGrantor,its successors and assigns to use such adjacent andcontiguousareasasmaybenecessaryeithertorepair,maintainservice,replace or remove either the pipelines,the tanks ors,|catch basins now in place,and for ingress and (egress across the QUITCLAIM DEED-5 °pen eeeassp4apreenSed?popesonenre:appeared ;me to be the Secretary, "i QUITCLAIM DEED--6 conveyed property to the tanks and pipelines;and FURTHERRESERVINGaneasementforuseofthewharf,dock,and terminalfacilitiesusedinconnectionwiththepipelinesandstorage:_tanks described above.: . .PROVIDED,HOWEVER,'ehat should these 'tanks andpipelinesberemovedfromtheirpresentlocationandnot bereplacedwithintwoyearsthenthiseasementshallceaseandterminateandthefeeshallreverttotheGrantees.. RESERVING FURTHER a blanket.easement for the use and,benefit of the Kodiak Electric Association,its successors andassigns,for constructing,upgrading,and maintaining any andallfacilitiesforelectrictransmissionanddistributionlinesandtelephone.lines through,in ot across said property as mayfromtimetotimebenecessaryordesirable,including the.xight of ingrass and egress to said property and the right to cut and to keep clear all trees and shrubs and undergrowth and other obstructions on said property as may be required for the:construction,operation and maintenance of such Facptities.DATED at Fullerton,California,'this gi aay of'Sfereentere «1975. °:?WAKEFIELD SEAPOODS,Ine.,Grantor |Arrest:a ..Uh -<- Vice Presidenter*Pecandnfon”°Secretary4 ...-;.oo.STATE OF CALIFORNIA . :'.a: as.comiry or ORANGE )* ”MHTS IS TO CERTIFY that on this ath day of S$tember1975,'before me,a Notary Public in and for the State ofCalifornia,duly commissioned and sworn as such,personally Richard A.Belmont »known to ma to be the _Vice President «and __-sPatrick M.Ryan,known toofWAKEFIELDSEAFOODS,INC.,the ,corporation that executed the within instrument,and known'to netobethepersonswhoexecutedthewithininstrumentonbehalfofthecorporationthereinnamed,and acknowledged to me thatsuchcorporationexecutedthesamepursuanttoitaBylawsor a_Fesolution ot its Board of Directors,. 1 WITNESS WHEREOP,I hereunto set my hand and officialsetethea)pero above written.. EGRUING NOTA} im Cibey af Prot :eid,CO weenotete rt .9-28-05 15:36 NATIVE VILLAGE OF PORT LIONS 1D=19874542434 448 VP FURL LLUNS ORDINANCE #89-02 AN ORDINANCE OP THE CITY OF PORT LIONS,ALASKA,PROVIDING FOR THE DONATION OF*;PROPERTY TO THE PORT LIONS TRIBAL COUNCIL. ';BE IT ENACTED BY THE COUNCIL OF THE CITY OF PORT LIONS:eemmcetweesemeSECTION 1.CLASSIFICATION. is amanded by adding Chapter 7.06 "Donanion of Property to thePortLionsTraditionalTribalCouncilforKizhuyakOilSales." TITLE 7 DISPOSAL AND ACQUISITION OF REAL PROPERTY CHAPTER 7.06 Donarion of Property to the Port Lions .Traditional Tribal Council for Kizhuyak 'Oi1 Sales. SECTIONS: 7.06.010 Public and Charitable Conveyances, 7.06.020 Non Profit Sratus 7.06.030 Industrial Properties Section 7.06.040 Donation of Industrial Property 7,06.050 Time Limlt 7.06.010 Public and Charitable Conveyances.The Port Lions City Code of Ordinances provides for donation of property to non-profit organiza- tions whenevar the City Council has expressed by Ordinance that such donationisadvantageousfortheCitytomakesuchconveyances. 7.06.020 Non Profit Status.The Port Lions Traditional Tribal Council is a non-profit organization.Tha Tribal Council has need of property to construct a "Fuel Distribution Sysrem”for the benefit of tha community. Donation of property to the Port Lions Tribal Council is advantageous to the City of Port Lions. 7.06.030 Industrial Properties Section..The City,in order to make sites available to beneficial industry may sell,lease or disposa of it to persons,firms or corporations who agree to operate an industry.Said dis-- posal of said properties for industrial purposes shall not be subject to)thesaleandleaserequirementsofCityCodeChapcer7.01. 7.06.040 Donation of Industrial Property.The specific industrial property to be donated to the Pore Lions Traditional Tribal Council shall be the following: A portion of land within Trace "C',Port Wakefield,Plat No.68-11, Kodiak Recording District,Kodiak Island Borough,State of Alaska,more partic- ularly described as follows: Beginning at corner 5,U.S.Survey 2005; .Thence §20°O1'27"W,441.98 feet to the Point of Beginning; Thance $44°99°OOF E,320.00 Ceer; Thence $45°51°00"W,374.18 feet; Thance N 44°99°OO"W,90.84 tert; The Code of Ordinances of the City of Port Lions i- .PO2704 |y9-28-08 15:37 NATIVE VILLAGE OF PORT LIONS 4 1 +Thence N 45° ,;Beginning. CITY OF PORT LIONS ORDINANCE #89-02 Page Two (2) Thence along a curve to che lefe,radial bearingN68°14°19"W,central angle 24°19'41",radfus 390feat, curve length 165.60 feec; Thence N 02°34 oO"W,176.43 feer; 7,.06.040 Donation of Industrial Property. 1D219874542434 (continued) 511 OO E,124.55 feer to che Point of Containing 2.00 acres,more sor!less. and a 10 foot easement south to the Pore LionsCityDock, 7.06.050 Time Liwit.Property not used by che Port Lions''Traditional Tribal Council within a five year period from the date of this agreemanc,for the purpose of a Fuel Distribution System,shall revert to the .ownership of the City of Port Lions.Further,if the Port Lions Traditional Tribal Council abandons or ceases operation of the Fuel Distribution System for one year after startup,the ownership of the property will revert to theCityofPoreLions. SECTION 2. ? EFFECTIVE DATE. The Quitclaim deed shall be as "fee simple defeasibla estate"to the Porr Lions Traditional Tribal Council. This Ordinance becomes effective upon the Date of Adoption by a duly constituted quorum of the Port Lions City Council. Losre?).AdetlreIntroducedby ?agort ef,1I 89 First Reading Laces hd,wis) Second Reading/Public Hearing DL yteot /:18eySPaeRORMentonTs "mY °Sa a Ween S ion'en eeMayon7) .._-,Fed .wnATTEST:TY.en ee ee City Clerk " P83/984 oeoe P84/04 ape gat . aenenien tH . : HEAe wet eluatewot . 1D#19874542434 "yan og9 69'aas”"Ra 3IGO.00' L°(65-@0' Poisn ai Bai shigiegy Bags 19-28-65 15:37 NATIVE VILLAGE OF PORT LIONS eSenenee-oaeSa15:36 NATIVE VILLAGE OF PORT LIONS 1D#19874542434 P81784 Fax Cover Sheet NATIVE VILLAGE OF PORT LIONS Port Lions Traditional Tribal Council IGAP PROGRAM Port Lions,Alaska 99550 Phone 907-454-2334 -Fax 907-454-2434Emailnvop]@starband.net Send to:-on Do ;From:. nC WS EN ES OEERS Wayne Lukin Aesnaons Date:Ccr 20%Kane hase Daye,2005OfficeLocation:Office Location: Fax Number 907-SH-2227 Phong Number:907-454-2234 Q UrgentO)Reply ASAP'O Please comment QO Please Review For your Information Total pages,including cover:4f Comments: / KARL,Hezes Son PrePeety be ZMIAMTION ” RECEIVED OCT 2 8 2005 CRW Enginsérinig Group,LLC #__ File i FOC nam vane nein remCCtoFolder 19-28-05 15:36 NATIVE VILLAGE OF PORT LIONS 1D#19874542434 i4.Cd242 VE FURL LLUNS ORDINANCE #89-02 AN ORDINANCE OF THE CITY OF PORT LIONS,ALASKA,PROVIDING FOR THE DONATION OF "PROPERTY TO THE PORT LIONS TRIBAL COUNCIL. ',BE IT ENACTED BY THE COUNCIL OF THE CITY OF PORT LIONS: SECTION 1.CLASSIFICATION.The Code of Ordinances of the City of Port Lions i is amended by adding Chapter 7.06 "Donanion of Property to thePortLionsTraditionalTribalCouncilforKizhuyakOf1Sales." TITLE 7 DISPOSAL AND ACQUISITION OF REAL PROPERTY CHAPTER 7.06 Donation of Property to the Port Lions Traditional Tribal Council for Kizhuyak Oil Sales. SECTIONS: 7-06.010 Public and Charitable Conveyances,7.06.020 Non Profit Sratus 7.06.030 Industrial Properties Section 7.06.040 Donation of Industrial Property 706.050 Time Limit 7.06.010 "Public and Charitable Conveyances.The Port Lions City.Code of Ordinances provides for donation of properry to non-profit organiza-tions whenever tha City Council has expressed by Ordinance that such donationisadvantageouafortheCitytomakesuchconveyances. 7,.06.020 Non Profit Status,Tha Port Lions Traditional Tribal Council is a non-profit organization.The Tribal Council has need of property to construct a "Fuel Distribution System"for the benefit of tha community. Donation of property to the Port Lions Tribal Council is advantageous to the City of Port Lions. 7.06.030_Industrial Properties Section..The City,in order to make sites available to beneficial industry may sell,lease or disposa of ittopersons,firms or corporations who agree to operate an industry.Said dis- posal of said properties for indystriat purposes shall not be subject to the sale and lease requirements of City Code Chapter 7.01. 7.06.040 Donation of Industrial Property.The specific industrialpropertytobedonatedtothePertLionsTraditionalTribalCouncilshallbethefollowing: A portion of land within Tract "C",Port Wakefield,Plat No.68-11, Kodiak Recording District,Kodiak Island Borough,State of Alaska,more partic- ularly described as follows: Beginning at corner 5,U.S.Survey 2005;.Thence §20°O1'27"W,441.98 feet to the Point of. Beginnings Thance S$44°O9*OO E,320.00 feer; Thence $45°51°OO"W,374.18 feet; Thance N 44°09°00"W,90.84 tent; PO2784 |'19-28-05 15:37 NATIVE VILLAGE OF PORT LIONS eeeCITY OF PORT LIONS ORDLNANCE #89-02 Page Two (2) 7.06.040 Donation of Industrial Property. 1D=19074542434 (continued) Thence along a curve to the left,radial bearing .° N 68°14°19"W,teneral angle 24°19'41",radius 390 feet, curve length 165.60 feer; Thence N 02°34'00 W,176.43 feet; .Thence N 48°51*OO"E,124.55 feet to the Point of'Beginning. :Containing 2.00 acres,moresor!less. City Dock.eteeeewes7.06.050 Time Limic. and a 10 foot easement south to the Port Lions Property not used by the Port Lions.'traditional Tribal Counc{!within a five year period from the date of this'agreemant,for the parpose of a Fuel Distribution System,shall revert to the .ownership of the City of Port Lions.Further,if the Port Lions Traditional Tribal Council abandons or ceases operation of the Fuel Distribution System'for one year afterstartup,the ownership of the property will revert to the City of Port Lions.The Quitclaim deed shall be as "fee simple defeasible estate™to the Porc Lions Traditional Tribal Council. SECTION 2.EFFECTIVE DATE.This Ordinance becomes effective upon the Date of Adoption by a duly constituted quorum of the Pore Lions City Council. Losred a).UP Introduced by rages 4,13 £9 First Reading Lhlacty ct,ELE}Second Reading/Public Hearing /,)VIP LH «21 f:3EB9DatesoflAdgpuion °ee een oh \eeteees Mayon cm) .7 nceATTEST:SP ee City Clerk "a, P83/04 aoe _ARBReIN SrEesog WE 10-28-05 15:37 NATIVE VILLAGE OF PORT LIONS 1D"19074542434 ao y et . rches |..-,:. |i | |', ff. Ue TRACT 'C: k>.t=cawaeTeioy30' ||MiQ2PEON"yas eg?69°81”Re 39O.00° L°(65:60 AISVutecbsentPaaS:2.teedie.Pkt-P94764 a CRW ENGINEERING GROUP,LLC. on PORT LIONS BULK FUEL UPGRADE COST ESTIMATE SUMMARY weed FEBRUARY 2006 CONCEPTUAL DESIGN ITEM DESCRIPTION COST COMMENT 1.TANK FARM,BULK TRANSFER AREA AND RETAIL DISPENSER A.FOUNDATION /SITE WORK $26,975 B.TANKS AND RELATED EQUIPMENT $62,900 C.PUMP /PIPING /BULK TRANSFER SYSTEMS $187,700 D.POWER,CONTROLS,ETC.$36,600 E.MISCELLANEOUS (SPILL RESPONSE,SIGNAGE,ETC.)$26,800 F.OVERHEAD (EQUIPMENT RENTAL,LODGING,ETC.)$72,060 G.FREIGHT:-me "$55,139 ee 2.TANK FARM AND BULK TRANSFER AREA SUB-TOTAL $468,174 3.DESIGN AND CONSTRUCTION ADMINISTRATION $150,000 4.CONSTRUCTION MANAGEMENT '$100,000 5.OVERALL PROJECT SUB-TOTAL $718,174 6.CONTINGENCY $71,817 10% 7.INSURANCE $16,827 8.TOTAL ESTIMATED PROJECT COST $807,000 9.TOTAL STORAGE CAPACITY 96,000 GAL.NOMINAL CAPACITY 10.PROJECT COST PER GALLON OF GROSS CAPACITY $8.41 Benchmark-$12.00 to $14.00 per gallon 11.PROJECT COST PER PARTICIPANT Port Lions Traditional Tribal Council (Kizhuyak Oil Sales)$807,000 100.0% COST ESTIMATE SUMMARY-1 Relea nt PORT LIONS BULK FUEL UPGRADE PROJECTCRWENGINEERINGGROUP,LLC.FEBRUARY 2006 CONSTRUCTION COST ESTIMATE 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 /SITE WORK Temporarily relocate tanks,Clear brush and debris from existing site 1{lump $0 $0 100 100}$60 $6,000 $6,000 0 Cover existing site with geofabric 5,000]sf $0.09 $450 |0.002 10}$60 $600 $1,050 0.08 400 Place 6"lift of gravel 100}cu.yd.$5.00 $500 |0.200 20|$60 $1,200 $1,700 0 6'Chain-Link Fence 450]if $10.50 $4,725 0.50 225|$60 $13,500 $18,225 15.00 6750 TANKS AND RELATED EQUIPMENT 6,000 Double Wall Disp Tank ij ea $35,000 {$35,000 0 0}$60 $0 $35,000 |18000.00 18000 Emergency Vents 7|_ea $300 $2,100 2 14}$60 $840 $2,940 75.00 525 Pressure/Vacuunv/Whistie Vents 6|ea $250 $1,500 2 12!$60 $720 $2,220 20.00 120 Clock Type Gauges 6|ea $280 $1,680 2 12}$60 $720 $2,400 20.00 120 Timber Mudsills 18)ea $250.00 $4,500 8 144,$60 $8,640 $13,140 500.00 9000 Place and Level Tanks 4|ea $0 $0 30 120}$60 $7,200 $7,200 0 PUMP /PIPING /BULK TRANSFER SYSTEM 4"Sch 80 Welded Above Grade 50}lin.ft.$15.00 $750 0.75 38}$80 $3,000 $3,750 10.00 500 2"Sch 80 Welded Above Grade 400}lin.ft.$10.00 $4,000 0.60 240!$80 $19,200 -$23,200 6.00 2400 Misc Strut &Pipe Clamps 14 lump $2,000 $2,000 40 40]$60 $2,400 $4,400 400.00 400 Flexible Connectors 20|ea $125 $2,500 1 20|$60 $1,200 $3,700 10.00 200 Hose Reel Cabinet 2j ea $5,500 |$11,000 40 80|$60 $4,800 $15,800 |1500.00 3000 Steel Secondary Containment 1]ea $45,000 |$45,000 150 150}$60 $9,000 $54,000 |25000.00 25000 Dual product dispenser i{ea $15,000 {$15,000 40 40|$60 $2,400 $17,400 300.00 300 Dispenser Cage Enclosure 1}lump $8,000 $8,000 40 40|$60 $2,400 $10,400 5000 5000 Dispenser Nozzles /Flow Restricters 3]ea $200 $600 2 61 $60 $360 $960 15.00 45 Hose Reel 4|__ea $700 $2,800 10 40}$60 $2,400 $5,200 100 400 Quick Connect Couplings 2|_pair $200 $400 2 4|$60 $240 $640 10.00 20 Manifold &Fuel Transfer Fittings 1}_lump $2,000 |__$2,000 80 80]$60 $4,800 $6,800 |1500.00 1500 4-1/2"Bulk Transfer Hose 200]fin.ft.$15 $3,000 0 0]$60 $0 $3,000 1.50 300 Grounding Reel 2|ea $200 $400 2 4|$60 $240 $640 20.00 40 4"Flanged Check Vaives 4{ea $350 $1,400 2 8{$60 $480 $1,880 50.00 200 2"Flanged Ball Valves 10}ea $175 $1,750 1 10}$60 $600 $2,350 30.00 300 4"Flanged Baill Valves 3}ea $500 $1,500 1 3}$60 $180 $1,680 50.00 150 2"Actuated Ball Valves 2|ea $2,500 $5,000 2 4}$60 $240 $5,240 35 70 2"Anti Siphon Valves 4|ea $200 $800 1 4}$60 $240 $1,040 30.00 120 Misc Threaded Bail Valves 4}lump $1,000 $1,000 15 15|$60 $900 $1,900 50.00 50 1"Flanged PRV 6|ea $650 $3,900 1 6|$60 $360 $4,260 10.00 60 Submersible Pumps 4|ea $1,200 $4,800 4 16|$60 $960 $5,760 100.00 400 Filters 2|ea $1,000 $2,000 4 8]$60 $480 $2,480 20.00 40 Meters 3]ea $3,500 {|$10,500 4 12|$60 $720 $11,220 100.00 300 POWER,CONTROLS,ETC. Control Panels i}ea $10,000 |$10,000 40 40|$80 $3,200 $13,200 100.00 100 Conduit,Conductors,&Devices 1}lump $1,500 $1,500 160 160|$80 $12,800 $14,300 |1500.00 1500 Transformers 4}EA $7,500 $7,500 20 20}$80 $1,600 $9,100 |2000.00 2000 BULK TANK FARM DETAIL-1 CRW ENGINEERING GROUP,LLC.-PORT LIONS BULK FUEL UPGRADE PROJECT CONSTRUCTION COST ESTIMATE we need FEBRUARY 2006 CONCEPTUAL DESIGN BULK TANK FARM DETAIL-2 ITEM QUAN |UNIT]UNIT MATL |UNIT]LAB |LAB]LABOR |CONTR |FREIGHT TOTAL UNIT |TOTALCOSTCOSTHRS|HRS |RATE|COST COST COST COST WT WT (#) MISCELLANEOUS Signs &Valve Tags 1}Jump $2,000 $2,000 30 30}$60 $1,800 $3,800 100.00 100 Spill Response Supplies 1}lump $15,000 |$15,000 0 Oo}$60 $0 $15,000 600.00 600 Connex Storage Van 1]lump $3,500 $3,500 0 oO}$60 $0 $3,500 {5000.00 5000 Misc Tools &Safety Gear 1}lump $2,500 $2,500 0 0}$60 $0 $2,500 500.00 500 Welding Rod,Gases,Etc.4}lump $2,000 $2,000 0 o|$60 $0 $2,000 600.00 600 OVERHEAD Rent/Heavy Equip (1 months)1{lump $25,000 $25,000 0 Welder/Compr/Misc Tool Rent 1,lump $5,000 $5,000 0 Commission System &Training 14 lump 15 15]$80 $1,200 $1,200 0 Crew Travel Time 1!lump 60 60}$80 $4,800 $4,800 0 Crew Airfares 6]R.Trps $3,500 $3,500 0 Crew Per Diem 180]mn.dy $42 $7,560 $7,560 0 Lodging (Commercial)2{mo.$12,500 $25,000 $25,000 i) FREIGHT 86,110 Barge Freight Seattle -Seward 86110 ||b.$0.35 $30,139 Barge Freight and Equipment Seward Barge to Port Lions if 1}Trips $10,000 $10,000 :BargeBargeEquipmentPortLionstoSeward|1{Trips $10,000 $10,000 Misc Small Freight "1}lump $5,000 $5,000 TANK FARM SUB TOTAL $224,555 1,850 $122,420 $66,060 $55,139 $468,174 £22% 198 (208) Xd ¥¥ = ft panosddy yseviver NGI, eeeaae, nnaas oi _ *x OZ aLINS"aATaDuoU¥ OKC ay-wana] |S _,, £0566, DISPly'ebosoyouy4 ©NINIINIONI PignogA610u} Jol at s3avuodn Tans y1Nd ay-poubieogvav/vadlv 04 ae |g widojaneg o1Wou0s”" puo SVIV'SNOM1Y po'ame12,elindog ” aa raasTa || FOP Z \ |aT \ \ n I, . \ i 6 oaON \ ® A ; 3 a \ : ols oy, \ a : \ a 7 \ ox a . res \ : Yoe ; \ zug a \ | F326 a . Res = - \ xa \. 8e nN 2 \ 7a"\ ."a, . . C \ 9 \ . uw . \ 8 \ - . \ LS 61' \ \ \ . \ nae , er KKK x-*K- KKK HHH BEF \ "\ |p: P \r - j \ \ a : 2Ni \\ 7 \ 0 » f Q a}31 2 a= * = ae |. \ =3pm BSG=GSae |. ) 7 ao2=) Bog L245 \k v 240 LSoW 520 Soan Pou Yj row? : , rectoat Boss words Ld raae "male 2m ou \ aN iy J o x % Dp i __@ o- , age x) 96% \ ' efG 2 eon8HVE q tT} woe z= DD 2 a> F q _,_ SS ult 4 7 ot\ fad| ¢ fT | 13 \ emiwh| ma ;\ E> \ aw | oe) : -|x a3) OF 'la NN| ee -Y \ a) > :\ bs lan oqqanerSEs Sq EXIST.DISPENSERTO.BE:REMOVED' yes pussins\sbujmoig\Gavo OO\IO4}9Y [ODS |JOWS SUE] 340g GZ LOVOE\OPSgor\ 'fF"tld ¥¥ 427-196 (206) Xv4 Suwi3d ALIBOHLNY ADHINI 2 on Y _||PISA S/NGI,. coneswaereno UaLTBHS 1334 3SOH sar Panoudcy * 60% aL aDude! RyuaN% €0S66_ O4sdIy'ebos04y>Uy; Manoip 6,0u3 four sgavuodn Wand 41Na |-pauticoa dnowy ABseuz jouny Ae"evenZ Vav/Vvadlvyuadojarag S!WOUOD3 Aud Bay yyxsviv'SNOILuod ban"ONAyunussey 40, yyauiodag : Jival ia 6200S yrafoug avanaase™ SHEET Sheet No. NOWdIYDS30 Aaa Le ia 29 Wo zo an 6 ue <9 a oe eZ oe-ft2oe | wee)5 : be° «07£ 0-8 z wel> fF 8-_ a7 L_ FEoOWw to ” [va] Or * ' = zo +t ge 2 f iva) ry Gz a a2 = RG P FE Awd2] [=) N ozr Pe) < 1 al - rots] x . Ww bs id B . I Ld N JOreg8) aon 4 0alUyul Z gy.2 b Abe f]+ a o|3 L 2/3 et>x mM>x< gN-l al9 xOon4atsey62%=Sezu” ®wusO ee az Le xaoe | . Seni. OWTNTEH fl : T "7 Pfff ff ff ff ff ff | |7ae "fo 4/onOfaaMoe LY | Se "/ 4/ LS LK6Sf LS ' 7 7 f o a Pa o Ceos<=LLLoLSSLaa,aASo|coy Z / Z Lo £4 "4, Le| NOON SON inoO, |i) /# , B |a NN aa vey ot 7 7t ','. \N. ra ® Cara . \ N ', . rao + |SLN,N NNN\ aN| " Lo|be] "fo'h N NON NON oe * { [I 7fo\N, \ ' iS "4 wo | "4S' NN NS NY = "ye |N\. N,aN N\a ae XQ 2 7 N N . Ny a, | OA. \ SON he| fl3 0 LEN\oz\XQ|ta " |a! 1 pad |ce\ '242 aN_| lo SONS GES SN IZ z < | eS) N Won ' L a| a Af|aN maa, . |>a q 4 > 4 | tava A D265 Ne ain aed |J =|a uw ai fy '. .az N ann Caer ' _ Af ', [S) N nn ed a a. Oo}; | S/S \ S YO oe| o;a ta Wd aw,IN Ne \aN a Oyo 2 a”va N, \N. 7 ' ola oO |oS TRIEN NN '\ SON|cava | + [ ]_[ ' SLN NY Ny N ", a * oA PON LON NS ORLY eee| |44, SON N\ NI aa|ud rr Fa ' \ \ ra " * : "oe |\\ NOS \Cy - FE 'oto oy AN Ny, '.' \ S|4 Po 4 'y NYNY NNXN rf wW - J| "Y x \\ "\ SY Y " | 20| LL, n\, NOON \NN "! = / w A y SON i <i YF\aN "' \,nt4S ” | YY \.N.NX ' \ " ai? fou NN. nN N 17id 0” ML|NOON NON "I"4 al | voy 'N"'\' . "" | "t ul { rT fyNI NOON NON "Sa"" ha | far SON SON OLA }> wW AT OO OAS _-"OS on a 7 "4, ne|N n SON|tava | 2 a LL LON OrzZ YK NOLS 7 a 1 ' on '' Z2F 'NN N roo W(J ° CY |X\ awa an at ed - ] vPa Ne.NGa XN S ana WwU "OLY W225 > N 7 Oy)". # - Y \. aon \inlas fe)| xr 4) 7 " \, oO N, aa |ey_NG25_a oein r/2 ae | Q2 JAW ™ 882 SIE AE Me =/5 "od SO "oe & AND 4+\ N\ SONS ae a dey ee en Ge ZA SN *& aa Ap Me SON ON . " z { |aL.|aN _- Ninoa |zs cv) oy '| \N NOON, |vA " Lae |ages| © 7 | LL) SON SON, LL ie Zz= |4SN NX NON N| "ye .|a \ oem Ly ' AAI "4S LfLLfe "7, Lie | aes , fia , 4a 7Fa47 ' 7 a a \ 5° y Z y "oy ad Wa , for Ly rs ¢ "7? a oS aoa "yf fr foe46 AY oO SYN AL AS AS Sf AL SS oY, ma | CLLLLLaaLL.LLLSSAVLE 23 t cz Prarie) &a a es a |Ww .awt2 uw3 NFa. «2 0-5 9° xoO yt N oo x>< ao A4 «O-,? woe 4a Jes yuasND\SHUIMBIG\GAWD CO\IJO4OY B|DIS OWS Sua] yOg GZ LOVOL\OIOPSAOr\ :P cast J:\Jobsdata\30401.29PortLionsSmallScaleRetrofit\OOCADD\Drawings\currentsetFile:ree-@ cm a)=i[Do [D>[Do |5 AZ>e [2>°2>e Keo FinSoo"hades ¥ :3.;Oo£o 3¢ »SE ann”qq,cesar seh Je1>1 >|B5z wl Be "tgoert, 2(2 EXISTING BULK FUEL TANKS <8 aed ilCcSoutEX\c/or Elin 5sQQyQBREO kASESEEE®; 2”ANTI-SIPHON gues?A.oe}ee aa aye se'TG -Cy SUBMERSIBLE »»as esPUMP2"0x12”SS FLEX FITTING x(FLOATING FLANGE x MPT)INSTALL NEW * 4”PIPE PRESSURE/VACUUM VENT-- |42"(MIN)NIPPLE ABOVE GRADE gLENGTHAS” a 82.[>3 >I >1 REQUIRED 2"2000#STREET ELBOW 9 eelssat ”vs eg 2s2"SCH 40 @ 8252mwestsWPEG((3.\SUBMERSIBLE PUMP ASSEMBLY REMOVE EXISTING 2”@ js seetUcJWorToSOAMUSHROOMVENTQF[>[>e [E> |- EXISTING 2”r\THREADED ;PENETRATION[>e [E>,We 2°X18"LONG NIPPLE _Kan D>an i Kan =AND COUPLING CLOCK GAUGE-SET GREEN L_|ARROW AT 50%LEVEL AND RED ARROW AT 90%LEVEL soH 40 eee ee (5 GAUGE FLOAT STILLING WELLTHsSCssSoswes <4 Y4raxFORGAUGE CENTER UNDER \C_/NOT TO SCALE g =PENETRATION &INSTALL 2 §7TOPOFTANK:PLUMB -WELD TO TANK .§=-SHELL TOP ONLY y ><-,1/2”WIDE x 6°_s 3 =_=i LONG SLOTS ONE CLOCK GAUGE FOAT gs §aJ"Se SIDE -FACE SLOTS SLIP JOINT FOR EXPANSION -5AWAYFROMTANK/ze &sHEAD{TYP 2)4"SCH 40 STEEL PIPE,c 2 Fe(EXISTING BULK FUEL TANKS Ta CENTER UNDER BUNG-weLo\c/j CUT SLOTS AS SHOWN , [>EXISTING 4”THREADED PENETRATION WITH PLUG.BOTTOM OF TANK INSTALL FLOATS. .(4\GAUGE FLOAT STILLING WELL rr[Z>EXISTING 4”THREADED PENETRATION WITH SCREENED NORMAL VENT.(C7 Nor To SCA 3REMOVENORMALVENTANDINSTALLWHISTLEALARM. =.to:[>EXISTING LIFTING EYE.PREP_AND_PAINT EXISTING AST: [4>EXISTING 16”MANWAY WITH ELONGATED BOLTS FOR EMERGENCY VENTING.TANK SURFACE PREPARATION AND COATING SEQUENCEREPLACEELONGATEDBOLTSWITHSHORTERBOLTS. 1.DISCONNECT TANK FROM TIMBER SLEEPERS,REMOVE APPURTENANCES WHICH WOULD. M FT ABOVE EXISTIN U(5 EXISTING 4”THREADED PENETRATION WITH PLUG.POR ACeeseYt PAINTING.ELEVATE THE TANK A MINIMUM OF 3 FTINSTALLSUBMERSIBLEPUMP. . » .ERECT FULL RAGE TENT OVER TANK,TENT MUST SHIELD TANK FROM PRECIPITATION[E>EXISTING 4”THREADED PENETRATION WITH PLUG,AND.WIND DRIVEN SPRAY,INSTALL GAUGE HATCH. . 3.PREPARE ALL STEEL SURFACES FOR PAINTING USING POWER GRINDERS AND/OR SANDERS z (Z>EXISTING 4”THREADED PENETRATION. (SSPC SP3 QUALITY).THE FINISHED SURFACE SHOULD HAVE A PRONOUNCED METALIC SHEEN 2[E>INSTALL 8"EMERGENCY VENT.BUT SHOULD NOT BE POLISHED SMOOTH.2"4.MIST STEEL SURFACES WITH WATER TO TEST FOR OIL OR GREASE CONTAMINATION.is[2>EXISTING 16”WANWAY. SURFACES WHICH "BEAD”ARE CONTAMINATED.CLEAN ALL CONTAMINATED AREAS IN =(>EXISTING 4”THREADED PENETRATION ACCORDANCE WITH SSPC SP1 PRIOR TO PROCEEDING.# »5.APPLY RUST INHIBITING AGENT (CORROSEAL)TO ALL SURFACES AT A RATE OF 1 GALLON QI |we a 2[11>EXISTING 1”WATER DRAW. /200 SF (8 -10 MILS WET-FILM THICKNESS)AND ALLOW TO DRY FOR 24 HOURS MINIMUM.s|<)"|2»a] [>PAINT TANK PER SPECS. 6.APPLY EXPOXY PRIMER (UNITED COATINGS 302)IN ACCORDANCE WITH MANUFACTURER'S z Bis.»2 z=rs[[3>DISCONNECT PIPING FROM TANKS,PURGE AND DISPOSE OF ALL LIQUIDS INSTRUCTIONS (3 MILS MINIMUM DFT).es 38 2 3DESIGNATED"AREA,NTO 20 FT LENGTHS AND NEATLY STACK IN 7.APPLY SPRAY POLYUREA ELASTOMER (SP}BRAND SS-100)100 MIL MINIMUM DFT.Shes Ne DESIGNATED AREA. C3 SHEET OF