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HomeMy WebLinkAboutEngineering Study-Conceptual Design Report Nikolski Fuel System Upgrade LCMF 97-002 October 6, 1997Architecture Engineering Surveying Project Management Arctic Research 139 East 51st Avenue Anchorage,AK 99503 Vaice (907)562-1830 Fax (907)562-1831 P.O.Box 955 Barrow,AK 99723 Voice (907)852-8212 Fax (907)852-8213 --- LCMF Incorporated {A subsidiary of Ukpeagvik Iftupiat Corporation October 6,1997 Mr.Eric Marchegiani State of Alaska,Division of Energy Department of Community and Regional Affairs 333 W.4th Avenue,Suite 220 Anchorage,AK 99501-2341 Re:Engineering Study/Conceptual Design Report Nikolski Fuel System Upgrade LCMF 97-002 Dear Mr.Marchegiani: I am pleased to present the following Engineering Study/Conceptual Design report for the bulk fuel systems located in the community of Nikolski,Alaska. This report is based on the findings of my August 27,1997 site inspection,and review of the available site information,along with discussions with residents of the community.While in the community,I met with Charles Evans of the Law Offices of Charles G.Evans,Scott Kerr of the Nikolski Fishermen's Association and the Power Plant Operator Nick Duskin.Mr.Evans also provided fuel oil purchase information for the Nikolski Native Store,Umnak Power Company and the Aleutian School _District. The purpose of this report is to identify the existing condition of the bulk fuel systems in Nikolski and identify the scope of work,and cost,to bring these facilities into compliance with current state and federal regulations for life safety,fire prevention, oil spill prevention and proper engineering practice.The regulations and associated codes which are used in this report are as follows: e State of Alaska,Fire and Life Safety Regulations,13 AAC 50 (adoption of the 1994 Uniform Fire Code,Article 79); e EPA Spill Prevention Control and Countermeasures Regulations,40 CFR Part 112; e US Coast Guard Fuel Delivery and Spill Prevention Regulations,33 CFR Part 154. Mr.Eric Marchegiani October 6,1997 Page 2 Facility Descriptions The community of Nikolski is located on Umnak Island in the Aleutian Chain, southwest of Dutch Harbor.The community lies on the south-west end of the island on the shores of Nikolski Bay which opens onto the Bering Sea. The townsite is located on a level area between Nikolski Bay and a lake.The soils observed in the community are typically well drained gravel overlain with a 1 to 2 foot layer of soil which contains a large amount of peat.Most buildings in the community are constructed at grade on timber foundations.Septic systems are used in the area for sewage disposal.On occasion,a combination of storm surge and wave run-up results in water reaching the first row of houses and buildings adjacent to the beach.No Corps of Engineers flood data is available for Nikolski. Fuel is delivered to the community once a year by barge.The barge is beached,or lies just off-shore,in Nikolski Bay in front of the existing tank farm,near the school. Hoses are run from the barge to each facility's tanks or manifold piping.The tanks are continuously monitored during fuel transfers to prevent overfilling. The bulk fuel facilities which are included in this report are as follows: Nikolski Native Store; Umnak Power Company; Aleutian School District; Chaluka Corporation Ranch. A description of each of these facilities,their uses,and identification of current condition and code violations,is broken out below.In addition,the following Existing Fuel Systems Layout Plan shows the relative location of each facility in the community (Note:The Chaluka Corporation Ranch is located roughly 1/2 mile south of the community shown in the aerial photo).Photos of each facility are attached at the end of this report for more information. Nikolski Native Store (Store).The Store provides storage and retail sale of fuel oil and unleaded gasoline for the community and it currently stores the Aleutian School District's fuel oil.Fuel oil is delivered in bulk quantities by barge while gasoline is delivered and stored in 55 gallon barrels. Fuel oil is typically transferred into vehicles/equipment or into 55 gallon barrels for transportation around the community,including to the School.Gasoline is dispensed directly from the 55 gallon barrels,or the entire barrel is sold. yy ig >,y A! ting Store &Power Plant\, Tank Farm AYOUT P Ex L F3=xiS Mr.Eric Marchegiani October 6,1997 Page 3 The fuel oil is stored in three vertical,BIA style tanks located in a diked secondary containment area located between Main Street and Ist Street near the School.Two additional BIA tanks are also located at the tank farm site,however,it is understood that they are not in use at this time.The Store tanks appear to be located on Lots 5 & 6,Block 2,Tract "A”of the townsite survey (US Survey 4904)which the recorded title is shown to be vested in the Native Village of Nikolski.See the Title Report for more property information.The exact location of the facility is unknown and can only be determined by field survey. The Store's fuel oil storage capacity is as follows (the annual volume of gasoline purchased was not available for this report): Shell Volume Shell Volume Tank (In-Service)(Out-of-Service) 10.5'dia by 14.2'high 9,100 gal 10'dia by 14.2'high 8,300 gal 9.5”dia by 14.2'high 7,500 gal _8.5?dia by 12.1”high 5,100 gal 8.5”dia by 12.1”high 5,100 gal Total 24,900 gal 10,200 gal The in-service tanks are filled through a common fill manifold and marine header which is located inside the containment area.Fuel oil is issued through a common manifold,which is separate from the fill header,using an electric pump to dispense through a hose which has a gate valve and threaded elbow at the end.Power for the dispensing pump is provided by extension cord which runs from the nearby equipment shop. The three in-service tanks are reported to have been originally installed in the community in the late 50's or early 60's.As the name implies,they are of a style which the Bureau of Indian Affairs (BIA)extensively used through-out the state for rural villages.The tanks have removable tops which allowed for nesting of the tanks (one inside the other)for shipment.All of the tanks all have severe corrosion which is evidenced by large scale build-up and complete corrosion of the roof vent piping. The remaining tank shell plate thickness was not determined during the field inspection,however,given that the roof vent piping was completely rusted through, the tanks are most likely corroded to a critical condition,especially in the roofs. Mr.Eric Marchegiani October 6,1997 Page 4 All of the tanks are located on elevated timber platforms.The in-service tanks are tied together at the roof level with ropes,while the two out-of service tanks are tied down to the timber foundation platforms with guy wires. The in-service tanks are located in a diked secondary containment area which appears to be lined with an unreinforced plastic liner.There was no water observed in the containment area and it is uncertain if the liner is liquid tight.The containment area is thought to have a drain which is controlled with a valve,however,no drain was observed.The approximate size of the containment area is roughly 70 feet long by 30 feet wide by 1 foot high.The resulting containment volume is approximately 15,700 gallons.The two unused BIA tanks are not located in a secondary containment area. Both the fill and issue tank manifolds are made up of threaded pipe stub outs from the tank and tank valve connected with flexible hose.The piping and fittings are a mix of plain steel and galvanized steel.All of the facility valves have bronze bodies.The two out-of-service tanks are not connected by piping.Fuel was transferred into and out of these tanks directly through the tank valves using hoses or other piping which is not installed at this time. Nikolski Native Store Code Violations: 1.The tanks do not meet the property line and right-of-way setback requirements (50')for non-protected above ground dispensing tanks per 13 AAC 50; 2.The tanks may not meet the property line setback requirements (15')for non- dispensing tanks per UFC 7902.2.2; 3.The non-protected dispensing tanks do not have adequate separation (50')from the dispenser per 13 AAC 50; 4.The tank clearances from combustible materials does not meet the requirements of UFC 7902.1.6; 5.The in-service tanks may not have adequate impermeable secondary containment as required by 40 CFR Part 112 and UFC 7902.2.8; 6.All of the tanks lack adequate emergency venting as required by the UFC 7902.2.6; 7.All of the tank normal vents are not adequately sized to meet the requirements of UFC 7902.1.10.8.1; 8.The hose used on the tank manifold piping is not fire protected as required by UFC 7901.11.1.2; 9.The in-service tanks issue and receive fuel through bottom fittings instead of through top penetrations only as required by UFC Appendix II-F; 10.The tank valves are not constructed of steel as required by UFC 7901.11.5; 11.The tanks are installed on timber platforms which do not meet the requirements of UFC 7902.1.13.3; Mr.Eric Marchegiani October 6,1997 Page 5 12.The in-service tanks do not have adequate seismic/wind anchorage per UFC 7902.1.9; 13.The dispensing pump is not secured to a concrete island or equivalent as required by UFC 5201.5.1; 14.The dispensing system does not have an emergency pump shut-off switch located 25'-75 'from the dispenser as required by UFC 5201.5.3; 15.The dispensing system does not have a control which restricts dispenser operation while nozzle is not in use per UFC 5202.4.6; 16.The dispensing hose nozzle does not have an automatic self-closing nozzle as required by UFC 5202.4.3.2; 17.The dispensing pump power cord does not meet the requirements for explosion proof wiring per UFC 5202.6; 18.No static protection is provided for dispensing as required by UFC 7904.5.2.3; 19.The barge off-loading connection point does not have a two barrel capacity drip box as required by 33 CFR Part 154; 20.The facility does not have security fencing as required by 13 AAC 50 and UFC 5201.4.1.3; 21.The tanks and facility do not have signage required by UFC Article 79; 22.No fire extinguishers were present around the dispensing station and tank farm as required by UFC 7904.4.8.2 and 33 CFR Part 154; 23.The facility is not lighted for security and spill detection as required by the 40 CFR Part 112. Umnak Power Company (Power Plant).The Power Plant stores bulk fuel supply in one horizontal,above grade tank located at the north edge of the Store tank farm secondary containment area described above.The tank is filled directly from the barge hoses.Fuel is dispensed through a nozzle located near the bottom of the tank using a hose which runs to a transfer pump which in turn supplies the fill hose.Fuel is typically transferred from the bulk tank to a tank truck for delivery to the Power Plant.The transferred fuel is delivered to a 4,200 gallon,horizontal skid mounted tank located near the Power Plant.This tank is used to supply fuel to a day tank located inside the power plant building.The 4,200 gallon intermediate tank is located inside a dug-out,lined secondary containment area and plumbed to the building and a truck off-loading header.Fuel is drawn into the power plant day tank by a small positive displacement pump located on the day tank.The day tank pump is controlled by high and low level switches mounted in the day tank.At the time of the inspection,the tank truck was not running and a dozer was used to pull the tanker back and forth between the bulk tank and the 4,200 gallon tank. The 24,800 gallon tank appears to be located on Lot 6,Block 2,Tract "A”of the townsite survey which the recorders office shows to title to be vested in the Native Village of Nikolski.The ownership of the property where the 4.200 gallon tank is Mr.Eric Marchegiani October 6,1997 Page 6 located is undetermined,however,it is believed to be owned by the Native Village of Nikolski.The exact locations of these tanks on the properties is unknown and can only be determined bya field survey. The storage capacity of this facility is as follows: Tank Shell Volume Location 10.5'dia by 38.3'long 24,800 gal Store Tank Farm 5.3'dia by 17.1'long 4.200 gal Power Plant Total 29,000 gal The bulk tank,located near the Store tanks,has a shell capacity of approximately 24,800 gallons.The tank appears to have been originally constructed for buried use with domed ends and no support saddles.The tank sits on timber dunnage and is prevented from rolling over by timbers laid along the length of the tank.The 24,800 gallon tank has no secondary containment.The tank has severe corrosion on its exterior with large amounts of scale build-up.The remaining tank shell thickness is unknown. Umnak Power Company Code Violations (24,800 gallon tank): 1.The tank may not meet the property line setback requirements (15')for bulk storage tanks per UFC 7902.2.2; 2.The tank clearances from combustible materials does not meet the requirements of UFC 7902.1.6; 3.The tank does not have adequate impermeable secondary containment as required by 40 CFR Part 112 and UFC 7902.2.8; 4.The tank does not have adequate emergency venting as required by the UFC 7902.2.6; 5.The tank valve is not constructed of steel as required by UFC 7901.11.5; 6.The tank does not have an adequate saddles/support as required by UFC 7902.1.13.5; 7.The tank does not have adequate seismic/wind anchorage per UFC 7902.1.9; 8.The dispensing hose nozzle does not have an automatic self-closing nozzle as required by UFC 5202.4.3.2; 9.The dispensing pump is not explosion proof as required by UFC 5202.6; 10.The tank truck filling location does not have adequate secondary containment as required by 40 CFR Part 112 and the UFC 7904.5.1.3; 11.No static protection is provided for dispensing as required by UFC 7904.5.2.3; Mr.Eric Marchegiani October 6,1997 Page 7 12.The barge off-loading connection point does not have a two barrel capacity drip box as required by 33 CFR Part 154; 13.The facility does not have security fencing as required by 40 CFR Part 112; 14.The tank does not have signage required by UFC Article 79; 15.No fire extinguishers were present around the tank as required by UFC 7904.4.8.2 and 33 CFR Part 14; 16.The tank is not lighted for security and lead detection as required by 40 CFR Part 112. The 4,200 gallon tank has significant corrosion and scaling.The tank costing has failed,or is underlain with scaling,over most of the tank.The remaining tank shell thickness is unknown and the tank is dented in several locations. Umnak Power Company Code Violations (4,200 gallon tank): 1.The tank does not have adequate impermeable secondary containment as required by 40 CFR Part 112 and UFC 7902.2.8; 2.The tank does not have adequate emergency venting as required by the UFC 7902.2.6; 3.The tank does not have adequate normal venting as required by UFC 7902.1.10; 4.The tank valve is not constructed of steel as required by UFC 7901.11.5; 5.The tank does not have adequate seismic/wind anchorage per UFC 7902.1.9; 6.The tank filling pump is not explosion proof as required by UFC 5202.6; 7.No static protection is provided for dispensing as required by UFC 7904.5.2.3; 8.The buried piping to the Power Plant is not coated or wrapped and no cathodic protection was observed as required by UFC 7901.11.3; 9.The use of threaded buried piping is leak prone and is not in accordance with good engineering practice; 10.The facility does not have security fencing as required by 40 CFR Part 112; 11.The tank does not have signage required by UFC Article 79; 12.No fire extinguishers were present around the tank as required by UFC 7904.4.8.2. Aleutian School District (School).The School is located to the north side of "A” Street,just north of the Store/Power Plant tank farm.Two 3,000 gallon vertical "BIA”tanks are located to the east of the school building along with a 300 gallon day tank set on a timber rack.The two 3,000 gallon tanks were filled through a buried pipeline which runs from the tanks,past the south side of the school and terminates above grade roughly half way between the school and the shore.An abandoned buried fuel supply pipeline runs between the tanks and the building.Various unused buried piping is connected to the 300 gallon tank.The tanks and piping are located Mr.Eric Marchegiani October 6,1997 Page 8 on the School District property.The 300 gallon tank is connected to a dispensing pump and hose. None of the three tanks are currently used by the School.Instead,the school stores fuel at the Store and transfers it one 55 gallon barrel at a time.The barrel is set in front of the school,near the building entrance,where it is connected to the buildings fuel oil system with a copper pipe connection. The storage capacity of this facility is as follows: Tank Shell Volume Comment 6.3'dia by 13”high 3,000 gal Out-of-Service 6.3'dia by 13'high 3,000 gal Out-of-Service Day Tank 300 gal Out-of-Service Total 6,300 gal The two BIA tanks are in poor condition with a significant amount of scale corrosion present on the shell.The tanks are located on top of a timber platform and are both anchored to the platform.The 300 gallon tank is in good condition and it is located on an elevated timber rack,approximately 5 feet in the air. Aleutian School District Code Violations: 1.The tanks are located to close together,not meeting the tank shell to tank shell separation requirements (3')of UFC 7902.2.2; 2.The tank clearances from combustible materials does not meet the requirements of UFC 7902.1.6; 3.The tanks do not have adequate impermeable secondary containment as required by 40 CFR Part 112 and UFC 7902.2.8; 4.All of the tanks lack adequate emergency venting as required by the UFC 7902.2.6; 5.All of the tank normal vents are not adequately sized to meet the requirements of UFC 7902.1.10.8.1; 6.The tank valves are not constructed of steel as required by UFC 7901.11.5; 7.The tanks are installed on timber platforms which do not meet the requirements of UFC 7902.1.13.3; 8.The 300 gallon tank does not meet the property line and right-of-way setback requirements (50')for non-protected above ground dispensing tanks per 13 AAC 50; Mr.Eric Marchegiani October 6,1997 Page 9 15. 16. 17. 18. 19. 20. 21. The 300 gallon dispensing tank does not have adequate separation (50')from the dispenser per 13 AAC 50; .The 300 gallon tank does not have adequate seismic/wind anchorage per UFC 7902.1.9; .The 300 gallon tank dispensing pump is not secured to a concrete island or equivalent as required by UFC 5201.5.1; .The 300 gallon tank dispensing system does not have an emergency pump shut- off switch located 25'-75 'from the dispenser as required by UFC 5201.5.3; .The 300 gallon tank dispensing system does not have a control which restricts dispenser operation while nozzle is not in use per UFC 5202.4.6; .The 300 gallon tank dispensing hose nozzle does not have an automatic self- closing nozzle as required by UFC 5202.4.3.2; The dispensing pump power supply does not meet the requirements for explosion proof wiring per UFC 5202.6; No static protection is provided for dispensing as required by UFC 7904.5.2.3; The barge off-loading connection point does not have a two barrel capacity drip box as required by 33 CFR Part 154; The use of threaded buried piping is leak prone and is not in accordance with good engineering practice; The facility does not have security fencing as required by 13 AAC 50 and UFC 5201.4.1.3; The tanks and facility do not have signage required by UFC Article 79; No fire extinguishers were present around the dispensing station and tank farm as required by UFC 7904.4.8.2. Chaluka Corporation Ranch (Ranch).The Corporation owns a ranch at the south end of the community.The ranch includes a house and several out buildings.The heating oil tanks for these buildings are filled by trailer tank which is filled from a 6,300 gallon,horizontal,skid mounted tank set near the house.The 6,300 gallon tank is filled either directly from the barge or from the tank truck.Heating oil is dispensed from the tank into containers or drums by gravity flow through a hose.The tank is not located in a secondary containment area. The 6,300 gallon tank is believed to be located on Corporation property,however,a title search should be conducted prior to proceeding with upgrades. The storage capacity of this facility is as follows: Mr.Eric Marchegiani October 6,1997 Page 10 Tank Shell Volume Location 8'dia by 17.3 long 6,300 gal Chaluka Ranch Total 6,300 gal The 6,300 gallon tank appears to be in good condition with no significant scale or pitting observed. Chaluka Corporation Ranch Code Violations: 1. 2. 3. 4. 5. 6. The tank clearances from combustible materials does not meet the requirements of UFC 7902.1.6; The tank does not have adequate seismic/wind anchorage per UFC 7902.1.9; The tank does not have adequate impermeable secondary containment as required by 40 CFR Part 112 and UFC 7902.2.8; The tank does not have adequate emergency venting as required by the UFC 7902.2.6; The tank valve is not constructed of steel as required by UFC 7901.11.5; The tank trailer filling location does not have adequate secondary containment as required by 40 CFR Part 112 and the UFC 7904.5.1.3; The dispensing hose nozzle does not have an automatic self-closing nozzle as required by UFC 5202.4.3.2; No static protection is provided for dispensing as required by UFC 7904.5.2.3; The facility does not have security fencing as required by 13 AAC 50 and UFC 5201.4.1.3; .The tank and facility does not have signage required by UFC Article 79; .No fire extinguishers were present around the dispensing station and tank farm as required by UFC 7904.4.8.2; Annual Fuel Usage Mr.Charles Evans was able to provide five years of fuel purchase quantities for the Store and Power Plant,and the 1997 School purchase.See the attached copy of Mr. Evans letter for a detailed breakdown of the fuel purchases.The largest purchase quantity for each of these entities is as follows: Mr.Eric Marchegiani October 6,1997 Page I! Facility Fuel oil Store 18,637 gallons Power Plant 18,000 gallons School 6,000 gallons Totals 42,637 gallons Fuel usage at the Chaluka Corporation Ranch were not available for this report and it is assumed that the tank volume is appropriate for the annual fuel usage. The fuel purchase quantities listed above were not all purchased in the same year and they were not near the average purchase volumes,however,these quantities do give a conservative historical maximum fuel quantity ordered.Using these quantities for sizing the new facilities will provide a conservative starting point which will allow for yearly fluctuations and growth. Recommendations The existing tank farm facilities are in poor condition due to the harsh environmental conditions of the community location and the facilities do not meet significant portions of the current state and federal regulations.For these reasons,I recommend that each of the facilities listed above be replaced,with all but the Corporation Ranch facility tanks being replaced.All new construction and upgrades shall be in accordance with the state and federal regulations and codes listed at the beginning of this report. Based on the current fuel purchases identified above,I recommend that the following design storage volumes be used for sizing the new facilities. Storage Volume Facility (80%of Tank Volume)_Tank Shell Capacity Umnak Power Plant Co.19,200 gallons 24,000 gallons Corporation Store 19,200 gallons 24,000 gallons School 8.000 gallons 10.000 gallons Totals 46,400 gallons 58,000 gallons I have identified both the design storage volume required and the resulting tank shell volume required to provide the design storage volume given that roughly 80%of the Mr.Eric Marchegiani October 6,1997 Page 12 tank volume will be unusable due to high level fill limiting devices and unusable product below the tank outlets. Based on my observations and the apparent fuel uses described above,I have developed two options for replacing the existing Store,Power Plant and School fuel systems.Given the difficulties noted regarding transferring fuel to the various users, both upgrade options include pipelines for fuel distribution by either the delivery barge or by fixed transfer pumping systems.Details for both options are as follows: Option 1 -Consolidated Tank Farm This option is based on consolidating the Store,Power Plant and School bulk fuel storage into one combined tank farm located at the existing store and power plant tank farm site on Lots 5 &6,Block 2 of Tract "A”in the Nikolski Townsite survey (US Survey No.4904).The two lots,Lots 5 &6,should be replatted together to provide a single tank farm property.See the Option 1 -Layout Plan and Tank Farm Site Plan for more information. This option includes the installation of 6 new tanks in one diked secondary containment area constructed with timber and steel dike walls and lined with an appropriate membrane liner.The use of a vertical dike wall is required due to the property size limitations.The tanks,product stored and capacities of the consolidated tank farm would be as follows (Note:two additional intermediate tanks will be required,as noted in the descriptions below,which are not included in the following table): Entity Fuel oil Gasoline Store 12,000 gallons Store 12,000 gallons Store (dispensing tank)1,500 gallons 1,500 gallons Power Plant 12,000 gallons Power Plant 12,000 gallons School 10,000 gallons Total 59,500 gallons 1,500 gallons Under this option,the Store's fuel (both diesel and gasoline)would be dispensed from a dual product dispensing tank.Due to the property line setback restrictions,the dispensing tank will have to be a protected tank which meets the requirements of the Uniform Fire Code for dispensing to motor vehicles.The fuel oil bulk tanks would New School Day Tank New School .%,Distribution Pipeline New Store,Power Plant &School Tank Farm anLayoutPi j = ty wi ly 8=|==xSsORKsoOaTrape=1O FE =1Oqee&Fa A STR Re 7 a / ----! 4 | *-x *rt ! |! !|x DKTANK1Pe | !]N '&/ -PUMP |i fk =(TYPICAL) po -TANK 2 I -|T-| ' ba -_TILy'4 kK |O&TO ee=-TANK 3 -s ”TIMBER/STEEL ! 'x Kk DIKE a -TANK 4 ! .ra h-FENCE I x bk 4 TANK 5 t x pK I @ |@ [TANK 61H bk 1 =*-ws j DUAL PRODUCT S/S ;DISPENSER | ( Pe - l To | I | No.|GALLONS |PRODUCT [SERVICE ;TANK 1 |10,000 |DIESEL SCHOOL i TANK 2 |12,000 DIESEL POWER PLANTTANK3}12,000 |DIESEL POWER PLANTTANK4]12,000 |DIESEL STORETANK5|12,000 DIESEL STORE )2!TANK 6 1,500 DIESEL DISPENSING -1,500 GAS DISPENSING eee CONCEPTUAL DESIGN OPTION 1 CONSOLIDATED TANK FARM NIKOLSKI,ALASKA LCMF IncorporatedAsubsidiaryofUkpeagvik[fiupiat Corporation (907)562-1830 (907)852-8212 Anchorage,Alaska Barrow,Alaska DATE:10/3/97 DRAWN BY:TSR SHEET: SCALE:1”=20°CHECKED BY:www W.O.No:97102 PLOTTING DATE:10/03/97 (09:53)AUTOCAD DRAWING NAME:NIKOLSKI.OWG Mr.Eric Marchegiani October 6,1997 Page 13 be plumbed into the a fixed transfer pump system which would transfer the fuel into the dispensing tank for dispensing.No tank truck filling is anticipated due to the installation of distribution pipelines as noted below. The Power Plant's bulk fuel supply would be stored in two new 12,000 gallon, horizontal,skid mounted tanks located in the consolidated tank farm and distributed through an above grade pipeline to a new 2,000 gallon,horizontal,skid mounted tank located near the power plant using a new fixed pumping system.The new 2,000 gallon tank located at the power plant should be equipped with a high level fill limiting valve and a high level alarm.Further,the tank should be set in a new gravel diked secondary containment area lined with an impermeable membrane liner.The 2,000 gallon tank would then be connected to the existing power plant day tank automatic filling system.The 2,000 gallon tank is anticipated to require filling once every two to three weeks during the winter. The School's bulk fuel supply would be stored in one new tank in the consolidated tank farm and distributed through an above grade pipeline to a new 500 gallon tank located adjacent to the School building using a new fixed pumping system.The 500 gallon tank would then be connected to the existing school building heating oil fuel system.The use of a new custom 500 gallon tank is expected to be more cost effective than modifying the existing 300 gallon tank to include new saddles and bungs for installation of a high level fill limiting valve and a high level alarm/pump transfer pump shut-off switch.The new 500 gallon tank does not require secondary containment per state and federal regulations,however,I recommend that at least a drip pan be installed to contain small leaks and drips. The advantage of this option is that only one new bulk tank farm has to be constructed and the distribution pipelines can be constructed of small diameter, welded steel pipe since only small transfer rates will be required to fill the intermediate tanks located at the Power Plant and at the School. The disadvantages of this option are that two additional intermediate tanks are required,one at the Power plant and one at the School,and fuel must be transferred through-out the year to each facility,increasing the potential for a spill to occur. Further,the new consolidated tank farm will be larger than 42,000 gallons,which will require the development of an EPA Facility Response Plan,which will require procurement of a substantial amount of spill response equipment and personnel training. Mr.Eric Marchegiani October 6,1997 Page 14 Option 2 -Individual Tank Farms Option 2 is based on constructing new bulk storage facilities at each user site to eliminate the need for periodic fuel transfers.The bulk storage tanks would be as shown in Option 1,however,they would be located at the respective user sites.No intermediate tanks at the Power Plant and School would be required.See the Option 2 -Layout Plan and Tank Farm Site Plan for more information. . Under this option,the Store facility presented in Option 1 would again be built on Lots 5 &6 of Block 2,Tract "A”,however,due to the smaller foot print required by only three Store tanks,the secondary containment dikes can be constructed of gravel. Again the two lots,Lots 5 &6,should be replatted together to provide a single tank farm property. The two new 12,000 gallon Power Plant tanks would be installed in a new tank farm adjacent to the Power Pant and they would be filled directly from the fuel delivery barge through a new,above ground,welded steel,barge off-loading pipeline.The tanks would be located in a secondary containment area constructed with gravel dikes and lined with an impermeable membrane liner.Fuel would be drawn directly from the bulk tanks into the power plant day tank inside the building using the existing day tank transfer system. The school's fuel supply would be provided in a new 10,000 gallon tank located at the existing school tank site and would be filled directly from the fuel delivery barge through a new buried,welded steel,barge off-loading pipeline.The tank would be located in a secondary containment area constructed using gravel dikes and lined with an impermeable membrane liner.Fuel would be drawn from the tank into the building's fuel oil system. This option will require three separate barge off-loading connection points,marine headers,and each will require a two barrel capacity drip pan to meet Coast Guard regulations. The advantages of this option include elimination of fuel deliveries through-out the year to individual user facilities which reduces the odds of having a fuel spill. Instead,fuel will be routed to the individual tank farms during barge fuel delivery and then drawn into the facilities by the existing fuel systems.This option also eliminates the need for an EPA Facility Response Plan since the largest resulting tank farm will have less than 42,000 gallons of storage capacity.This results in a reduction in the amount of spill response equipment and mandatory personnel training required by the federal regulation.This option also places each entities fuel system on their own property,reducing the legal problems associated with different facility owners sharing New Store Tank Farm OPTION TWO (2)Layout Plan A STREET _--"7 |--_--_--oo eee LOT 6 )--BLOCK 2 GRAVEL DIKE TRACT "A” ;Va FENCE| *x x x x -_"= eeeLuLyfcx TANK 4 H a k Ls TANK 5Qein a a |@ [TANK 6 i xX DUAL PRODUCT-/ DISPENSER ! eee oe -- ' I - -No.|GALLONS |PRODUCT |SERVICE -TANK 4|12,000 |DIESEL |STORE- - __[TANK 5 |12,000 |DIESEL STORE 0 10 2 TANK 6|1,500 |DIESEL |DISPENSING1,500 GAS DISPENSING SCALE IN FEET CONCEPTUAL DESIGN LCMF Incorporated STORE TANK FARM_"ae "ne 'coy oe tase NIKOLSKI,ALASKA icnorage,ioskd - Barrow,Alaska (907)852-8212 DATE:10/3/97 DRAWN BY:TSR SHEET:SCALE:1°=20'|CHECKED BY:|WWW W.O.No:97102 PLOTTING DATE:10/03/97 (09:53)AUTOCAD DRAWING NAME:NIKOLSKI.DWG GRAVEL DIKE FENCE \xxx12,000 GALLON DIESEL TANK 12,000 GALLON DIESEL TANK 56.kva aeP4xyww rayCc:KS be-FUEL OIL ABOVE GRADE SUPPLY PIPING BARGE OFF--LOADING : PIPELINE LL f YALL POWER "y PLANT JSS SSL LLL 0 10 20 SCALE IN FEET CONCEPTUAL DESIGN OPTION 2 POWER PLANT TANK FARM NIKOLSKI,ALASKA LCMEF IncorporatedAsubsidiaryofUkpeagvikIRuptatCorporation Anchorage,Alaska (907)562-1830 Barrow,Alaska (907)852-8212 DATE:10/3/97 DRAWN BY:TSR SHEET: SCALE:1°=20°|CHECKED BY:www W.O.No:97102 PLOTTING DATE:10/03/97 (09:53)AUTOCAD DRAWING NAME:NIKOLSKI.OWG GRAVEL BURIED FUEL DIKE OIL.SUPPLY PIPING - -e 10,000 GALLON DIESEL TANK MARINE HEADER 2bbI SPILL BOX -_-__FENCE7NNpuetenBARGEOFF-LOADING PIPELINE SCALEINFEET CONCEPTUAL DESIGN OPTION 2 SCHOOL TANK NIKOLSK!,ALASKA LCMF IncorporatedAsubsidiaryofUkpeagvikIvitupiatCorporation Anchorage,Alaska (907)562-1830 DATE:10/3/97 DRAWN BY:TSR SHEET:Barrow,Alaska (907)852-8212 SCALE:1°=30'CHECKED BY:WWW W.O.No:97102 PLOTTING DATE:10/03/97 (09:53)AUTOCAD DRAWING NAME:NIKOLSKI.DWG Mr.Eric Marchegiani October 6,1997 Page 15 one site.Finally,this option does not require the transfer pump systems and controls which are required by option 1,therefore it should require lower future maintenance. The disadvantages of this option is that it requires the construction of separate tank farms which will increase some portions of the construction costs.This option also makes fuel transfers between separate entities difficult. Chaluka Corporation Ranch Upgrade The Ranch tank appears to be suitable for continued service with minor upgrades to address the code violations identified above.In addition to the tank upgrades, however,a new gravel diked and lined secondary containment system should be installed for the tank and trailer filling area.The new secondary containment system should then be secured with chain link fencing.See the following Chaluka Corp. Ranch upgrade drawing for more information. Budget Cost Estimates Based on the option descriptions identified above,traditional Force Account construction methods utilized by the Division of Energy,standard design fees,and regulatory requirements for the facilities,the approximate budgetary cost estimates for the two options identified above and the Chaluka Corporation Ranch upgrades are as follows (the estimates are rounded off from the attached Budgetary Cost Estimates): Option 1 -Consolidated Tank Farm plus the Chaluka Corp.Ranch $679,000 Option 2 -Consolidated Tank Farm plus the Chaluka Corp.Ranch $680,000 These budgetary cost estimates include a 15%contingency. The Chaluka Corporation Ranch upgrade cost total is the same in both cost estimates and is included in both for total project cost comparison. Given that the two options are nearly identical,I recommend that Option 2 be utilized to reduce operation costs and spill potentials due to year round fuel transfer operations.Further,by keeping the fuel systems separate,the legal responsibility for fuel spills and clean-up,isolated from non-responsible parties. One additional option which was not included above,but which may merrit consideration would be the combination of the Store and School tank farms while keeping the Power Plant tank farm separate.Given the relative similarities between oxo?FENCE GRAVEL DIKE REFURBISHED 6,300 GALLON DIESEL TANK TRAILER FILLING SECONDARY CONTAINMENT AREA CONCEPTUAL DESIGN CHALUKA CORPORATION RANCH TANK UPGRADE NIKOLSKI,ALASKA DATE:10/3/97 DRAWN BY:TSR SHEET: SCALE:1”=30'|CHECKED BY:www W.O.No:97102 PLOTTING NATF:19/0R/Q7 (11-8)AUTOCAD NRAWING NAME NIKO!SKLDWG LCMF IncorporatedAsubsidiaryofUkpeagvikInupiatCorporation Anchorage,Alaska (907)562-1830 Barrow,Alaska (907)852-8212 Mr.Eric Marchegiani October 6,1997 Page 16 the consolidated tank farm and the separate tank farm options above,this third option should be similiar in total cost to Options 1 and 2. Thank you again for the opportunity to work with the Division of Energy and the community of Nikolski.I hope this report adequately addresses your needs for planning upgrades for these facilities.Please feel free to contact me at 562-1830 (562-1831 fax)if you have any questions or need additional information. Sincerel ,J ll Wile#W.Wilhelm,P.E. Assistant Project Manager attachments:Facility Photos Tank Farm Site Title Report Fuel Purchase Data from Charles Evans Option 1 Budgetary Cost Estimate,10/6/97 Option 2 Budgetary Cost Estimate,10/6/97 WWW/97-102 Be |PeaoepTaesjBin. on on * .!Me :AS Ny BeaeSESS Store In-Service Tank Issue Manifold Nikolski,Alaska Page 1 August 27,1997 Nikolski,Alaska eo aie ,neiarweeA-we5tasYoel haltssiaredadSet Ambre 2itghwnOSgine Be-a a q. nt Piping MARE ome bot Store In-Service Tank Roof Corrosion . ' ah Ps™,wait we ae Sente ayengst Myyt :oeton \getbaggel Baa xh I ie:ia .teVtg aig *jena therTy aaaTkteh 1s,aah Store Out-of-Service Tank 7H aPesears +3 q aybeeeelipsBehe2pate August 27,1997 Pg oe pe em oad eka ont |\ Naty in oy se ;i .ms ae te ;haga Be eae .my : vty .;:TA OFT we yt ameeeeAydeeeotebresrs3OItltaliehtiny3,arooe naaey 'y She a eera3 ie Cp rie Power Plant 4,200 Gallon ak,ae o Ye oe: Power Plant 4,200 Gallon Tank Corrosion Nikolski,Alaska Page 3 August 27,1997 '" <Oy'Mara Ah,et daagm A tr nen ranyey feHelesshytash% 0 Gallon Taink Fuel DeliveryTank Truck ]|on Ranch Nikolski,Alaska Page 4 August 27,1997 atai9SLdantootnLOE]: io >ore a is oa)dctme deren ace*2 meieneee be papi Te =F -_.7 a ee fey ee .ae School 3,000 Gallon Tank Corrosion School 300 Gallon Dispensing Tank Nikolski,Alaska Page 5 August 27,1997 ISSUED BY:AS Iran sAlaskaGyTitle LCMF INCORPORATED 139 EAST 51ST AVENUE ANCHORAGE,AK 99503-7205 ATTN:TONY HOFFMAN REF:THOMPSON,ET AL LEGAL:3-6/2 USS 4904 PROPERTY:ALEUTIAN ISLANDS TRANSALASKA TITLE INSURANCE AGENCY,INC. 400 W.Tudor Road,Building A Anchorage,AK 99503-6614 907-561-1844 Eagle River Office Juneau Office Seward Office 10928 Eagle River Road,Suite 120 2227 N.Jordan Avenue 909 3rd Avenue,Box 469 Eagle River,AK 99577-8052 Juneau,AK 99801-8050 Seward,AK 99664-0469 907-694-1456 907-789-5252 907-224-5272 Fairbanks Office Kenai Office Soldotna Office 201 First Avenue,Suite 102 130 Trading Bay Road,Suite 390 176 N.Birch Avenue Fairbanks,AK 99701-4848 Kenai,AK 99611-7716 Soldotna,AK 99669-7508 907-452-2193 :907-283-7503 907-262-5708 Homer Office Kodiak Office Wasilla Office 395 E.Pioneer Avenue,Suite 2 326 Center Street,Suite 209 165 E.Parks Highway,Suite 101 Homer,AK 99603-7626 Kodiak,AK 99615-7302 Wasilla,AK 99654-7038 907-235-5201 907-486-8338 907-376-5248 ' .-"alsew,Ca5 2 2Ee EN Py ett TransAlaska Title Insurance Agency,Inc. 400 West Tudor Road Anchorage,Alaska 99503 92-0126049 561-1844 Date:9/8/97 Order Number:1974072 Ref:Thompson;Angela et al To:LCMF Incorporated 139 East 51st Avenue Anchorage,AK 99503-7205 Attn:Tony Hoffman Legal Description:3 Parcels Property Address:(Aleutian Islands) Plat Certificate $300.00 Total Fee:$300.00 NOTE:Thank you for your order.If we may be of any further assistance,please call us at 561-1844. PLEASE PAY FROM THIS BILLING TransAlaska Title Insurance Agency,Inc. 400 West Tudor Road Anchorage,Alaska 99503 92-0126049 561-1844 Date:9/8/97 Order Number:1974072 Ref:Thompson;Angela et al To:LCMF Incorporated 139 East 51st Avenue Anchorage,AK 99503-7205 Attn:Tony Hoffman Legal Description:3 Parcels Property Address:(Aleutian Islands) Plat Certificate $300.00 Total Fee:$300.00 NOTE:Thank you for your order.If we may be of any further assistance,please call us at 561-1844. PLEASE PAY'FROM THIS BILLING wOPY September 8,1997 TRANSALASKA TITLE INSURANCE AGENCY,INC. PLAT CERTIFICATE To:LCMF Incorporated Date:9/8/97 139 E.5ist Avenue Order No.:1974072 Anchorage,AK 99503-7205 Fee:$300.00 Attn:Tony Hoffman This is a Plat Certificate as of August 15,1997,at 8:00 a.m.,for the proposed plat of the following described property: Lots Three (3),Four (4),Five (5)and Six (6),Block Two (2), Tract "A"of U.S.Survey No.4904,according to the plat thereof on file with the United States Department of the Interior, Bureau of Land Management accepted July 26,1973,located in Aleutian Islands Recording District,Third Judicial District,State of Alaska. The title of said property is vested in: ANGELA MERCULIEF THOMPSON,as to Lot 3 ALEX KRUKOFF,as to Lot 4 NATIVE VILLAGE OF NIKOLSKI,as to Lots 5 and 6 SUBJECT TO: 1.Reservations and exceptions as contained in United States Patent,and/or in acts authorizing the issuance thereof. 2.Taxes and/or Assessments,if any,due the City of Unalaska. 3.Reservations and exceptions as contained in Native Restricted Deed: Recorded:January 23,1990 Book:30 Page:250 And Recorded:January 29,1987 Book:26 Page:294 (As to Lots 3 and 4) 4.Any conveyance and/or encumbrance of said interest must be approved by the Secretary of the Interior,Bureau of Indian Affairs. (As to Lots 3 and 4) TransAlaska Summit Title. Page Two 1974072 5.Terms,covenants,conditions and provisions,including rights of way and easements as contained in the Alaska Native Claims Settlement Act,dated December 18,1971, U.S.Public Law 92-203,85 Stat.688,43 U.S.C.1601 et seq. 6.Any question that may arise as to any claim to said property by an Alaskan Native pursuant to the Native Allotment Act of May 17,1906. 7.A claim,if any,of any person of a right,title, interest,or possession to the property,or any portion thereof,under the Alaska Native Allotment Act of May 17, 1906,34 Stat 197,as amended;thence Alaska Native Claims Settlement Act of 1971 S18,43 USC S1617;or the Alaska National Interest Land's Conservation Act of 1980,$905, 43 USC $1634. This PLAT CERTIFICATE is restricted to the use of the addressee, for the purposes requested and is not to be used as a basis for closing any transaction affecting said property.Liability of the company is limited to the compensation received therefore. TRANSALASKA TITLE INSURANCE AGENCY,INC. Beth ee EES NOTE:Thank you for your order.If we may be of any further assistance,please call us at 561-1844. BK/de |peee aati etreZeem _ Peoeabarte The United States of AmericaTeafltewhom(ese presents shall come,@cecting:wx 0024n2 727 WHEREAS Gail Ormisa,Trustee is entitled to 4 Laod Patect pursuact to Section 2387 of the Revised Statutes © 1891,26 Stat.1099,as awended,sud a 11 of the Act of March 3,25,1926,b&Stat.629,a0at.35,for the lands embraced in?and Section d the Act of Februaty Section 3 026,1948,62 StTractAof v.S.Survey No.4904,aeended,Alaska,Townsite ofNikolski,located at Nikolski,Alaska. Contaiaiag 22.55 acres.that there is,therefore,granted by the UNITED STATES,vatoTrustee,the tracts of land above described;To HAVE ANDtoHOLDsaidtractswithalltherights,privileges,feounities,audappurtenancesofwhatsoevetnature,thereunto belonging,uato the said GailOxaina,Trustee,in trust for the several use and benefit of the occupants oftheTownsiteofNikoiski,Alaska,according to their respective interests,aodtohetsuccessorsintrust. wow KHOW YE,the said Gail Ozeina, &UNLTED STATES?EXCEPTING AND RESERVING TO TH1OAright-of-way thereon fot ditches of canals constructed bytheauthorityoftheUnitedStates.act of August 30,1890,26 Stat.391,43 U.S.C.945;and2,All geotherual steae and associated geotheraal resources 15 thelandsoconveyed,and to it,of persons authorized by it,thefighttoprospectfor,sine,tTemove,develop,produce andutilizesuchgeotheraalresources,together with the right ofingressandegressthereto,upoa coapliance with the conditionsandsubjecttotheprovisionsandlisirationsofthe . act of Deceober 24,19708,30 v.$.c.10U1,et seq-s and 59-86-U001PatentNumber i Versa 1980-10 'Qdarch 1965) Anchorage 064059 3.That right-of-way for an #the principles of 44 L.D. land herein described and agents or enployees to uct entee__30786-0001 Grontee's Address:ro1c$Anchor og. eccess road (A 034234),noted under513,and all appuctenances thereto,constructed by the United States through,over,or upon thetherightoftheUnitedStates,itseaintain,operate,tepair,or improvethesamesolongasneededfororbytheUnitedStates. 5008 0024n728 35-450 RECORDED -FILE HITALEUEANvac 'wae :ft» tread be !- o,Tw pik FE STS 3 CIO GAL Odmirh ThuSTLE c the igned authorired efficeroftheiniththeprovisioftheActofJune17,1948 (62 Stat.476),has,in the neme of theUnitedStates,caused these letters to be made Patent,and theBea!of the Buresstobeherewote affixed. Grvan under my hand,in ANCHORAGE,ALASKAtheFIRSTdayofOCTORERin the year.et car Lord one thousand sine hend:IGHTY-FIVEandotsindepen,jence of the Uni ee7 Fe ana TENTH,Z ya py Gerold”Johnston Chief,Branch of Lond Records &Information nd ORIGINAL DEPARTISNT OF THE INTcRIOR OF LAND PANAGELT Cc.Noverber 27,1976 ictly conformable to the ap- es,end the survey,having xecuted in accordance with -of lay and the regulations is hereby accepted. xr the Director he A sion of Cadastral Survey 38,09 SOFT. U.S.SURVEY No.4904,ALASKA SIKOLSKI TOWNSITE TRACTS "a”AND "B" £ a a R.r1T372 COiS23¢ 4 PS: DsCofANN,< 253.0 tv S CsZLD=>LaMepronat=n®>A"8.261.646 . SIS "OS S22 .4;Sest'oa *.NS ST 43%"AN oz77 fs 5 iso7S2FT.ry ANz e | |a UNITED STATES DEPARTIMGNT OF Tite INTERIORBUREAUOFLANDMAMAGIOT Washington,D.C.Noverbor 27,1970 This plet is strictly conformable to the ap- proved ficld notes,end the survey,having been correctly executed in accordance with the requirements of lew end the regulations of this Bureau,is hereby accepted.;ITUDE 168°52"WEST For the Director 23.54 ACRES 2.44 ACRES A25.96 ACRES35.98 Zoe Chief,Division of Cadastral Survey Magnetic Declination 13°. °COPPERWELD MONUMENT °IRON ROD,ALUMINUM CAP ©BRASS CAPPED IROH POST CURVE DATA PERTAINS TO CENTERLINE OF STREET too Oo 100 200 iftoCTUTrTTTy t j SCALE IN FEET AIUNICIPAL CHORQ=S$.62°4207"m *F465 a4 4%Eq @)"<e <Sveste972'Qs<a 7*ae CES CEES, /rgé o ef 2368& &. ensto='.a'SISOS52"22.23164 enone. .¥W.59°17 10"me E277 5 36,597 SOFr. Sa 57 -S883 25E 3529)_ -«_-- Lucia C2,00S SO.FE "UMNAK LAKE reneelB-sei Reet ere i teleJ THE SURVEY OF NIKOLSIT TOMSITE UNITSD COMITUSING TRACTS "A"AND "B" AND Washin,; TE DEFSIDINT NESURVEY OF LINCS 1-2 AND 3-4 This platU.S.SURVEY NO.3890 proved f: been cori APPROXIMATE GEODETIC FOSITION the requ OF TH CURVEY of this | LATITUDE 52°55'NONTH,LOGITUDE 168°52'West (a) AREA:TRACT "A"23.54 ACRES ©)"PRACT "B"2.44 ACRES iSTOTAL25.93 ACRES BS5 ';SURVEYED BY:= EDWARD D.CONKLIN,CADASTRAL SURVEYOR $JULY 10 THROUGH AUGUST 6,1968 &Chie Under Special Instructions Dated end Approved June 14,1968 Magnetic Declination 13°E. ©COPPERVIELD MONUMENT ©IRON ROD,ALUMINUn CAP ©ORNASS CAPPED IROHH POST CURVE DATA PERTAINS TO CENTERLINE OF STREET 100 oO ico 200 t TITTrityTr Tree {if j SCALE (2 FEET gi COUTNCIFAL RESERVE 7”heiea5eCntasMEGSCOE Mere SS -"3/6 20097 _®O72 BILE.Ebr et 5FeeCeeeMES:-_8©FfouaTH STREET $59.57 © er,068 C2FT. UEMIALL LAKE perme Settee Bd iad pm wares igti be eee ee auun___220__PAGE_4gd.Aleotas Islands Recording District UNITED STATESDEPARTMENToFTHEINTERIORBUREAUOFLANDMANAGEMERTALASKASTATEOFFICEAnchorage,AK 984 109 RATIVE RESTRICTED DEEDTHISINDENTURE,nade this 12th day of December,in the year of our Lordonethousandninehundredandeighty-nine,by and petween Gail Ozmina,of theBureauofLandManagement,222 W.7th Avenue,#13,Anchorage,Alaska,99513-7599,a5 erustee for the townsite of Nikolski,in the State of Alaska,party of the first part,and the Heirs,Devisees,and Assigns of Jacob I.Chercasen in care of BIA,Anchorage Agencys 1675 ¢Street,Anchorage,Alaska,99501,parties of the second part,WITNESSETH,That seid party of the first pact,a8 such trustee,by virtueofthepovervestedinandconferreduponherbythetermsofsection11oftheActofCongressapprovedMarch3,1891 (26 Stat.1095),the Act ofCongressapprovedMay25,1926 (44 Stat.629),and the regulations thereunderandthepatentisevedtoherthereon,py these presents does grant,convey,end confirm unto said parties of the second part and their heirs and assignsallthefollowinglot,piece,and parcel of land situated in the townsite ofWikolski,Srate of Alaska,described as follovs,to-wit:Let Three 3),Block Two (2),Tract "A",38 shown on theofficialplatofAmendedU.S.Sucvey 4904,Alaska,HWikolskiTownsite,85 accepted by the Chief,Division of CadastralSurvey,for the Director on July 26,1973 and located within theSubjecttotheconditionthattheabove-described jand shall not be alienatedorencumberedvithouttheconsentoftheSecretaryoftheInterior,and shallnotbesubjecttotaxation,to levy and sale in satisfaction of debts,contracts,oF yiabilities,OF to any claims of adverse occupancy oF jaw ofprescription,and subject to the further condition that there is reserved fromtheoperationofthisconveyancethelandcoveredbytheestablishedstreetsandalleysextendeduponandacrossthesaidtract.According to the official plat of survey of said townsite,subject to rightsandreservationsinsaidpatentexpressed.To have and to hold the same,together with all and singular the tenements,nereditaments,and appurtenancesthereuntobelongingOFinanywiseappertaining,theic heirs,executors,administrators,and assigns forever.IN WITNESS wHEREOF said party of the first part,3s trustee,has hereuntosetherhandandsealonthedateandyearfirstabovewritten. In the presence of: zmina,ustee for theiteofRikolski,To »C i.y State of Alaske form 2560-7 (April 1977). EL APRNRYPTTbt aimee ney cemeenecemny eee neemtereSears tapes porey eeemare Oa aT pemeneme renee Meet De sem T RT ee _perpncen rrmncerne et Cer maneomee INS Peer ares in Se A ONTeSOuessereneeenanstnamweamaesnetioarasnne© "eetaenatesneametNSEy io€ t vO <neeee:meeneogeePUeecee1PTFOeeyee STATE OF ALASKA: BE IT REMEMBERED, me, OT eee WMox."20 pack Ag!Aleutian Isiands Recording District Theat on this 12th day of December,A.D.1989,beforeaNoteryPublic,came Gail Ozmina,to me personally known to be thetrusteeofsaidtownsiteofNikolski,and the identical person described in, and vhose nameacknowledgedthe execution of 18 TESTIMONY WHEREOF, is affixed to,the foregoing conveyance a8 grantor,and shethesamesuchtrustee,for the uses and purposes therein her voluntary act and deed 48 mentioned.to be I have hereunto subscribed my name and affixed myofficialsealonthedayandyearfirstabovewritten. Beneficiary: Angela Merculief ThompsonBox82044Tyonek,Aleska 99682 Allan J.Breitz ,Alaska,residing at My commission expires December 17,1992 After Recording Return To: Realty Office 8 Bureau of Indian Affairs S 1675 "C"Street [aadAnchorage,Alaska 995012 _$198 >&wo a 2 oR””c=badi) wo0-59 i ¢ORDED -FRED /Z wn /22-Wwwt10:50 ft»emcaered by _USPRlE aot form 2560-7 (april 1977) ORGIAL 4 anesthe! oe PRE Py Tt eee eeepeeee RTere 784 17 UNITED STATESTATOFOFTHEINTERIOR -anUOFLANDMANAGEM. ALASKA,STATE OFFICE wa C6201 294 Anchorage.AK RATIVE RESTRICTED TRUSTEE DEEDTHISINDENTURE.sade this Sth day of January.in the year of our Lord onethousandninehundredandeighty-seven.by and between Gail Ozmina as trusteeforthetownsiteofNikolski.in the State of Alaska,party of the first pact.and Alex Krukolf of General Delivery.Nikoiski.Alaska 99638.party of thesecondpart.WITNESSETH,That said party of the first pact,as such trustee,by virtueofthepowetvestedinandconferreduponherbytheternsofsection11oftheActofCongressapprovedNarch3,1891 (26 Stat.1095),the Act ofCongressapprovedMay2S,1926 (44 Stat.629).and the regulations theceundetandthepatentissuedtohetthereon.by these presents does grant,convey,and confire unto said pacty of the second part and his heirs and assigns allthefollowinglot,piece.and parcel of land situated in the townsite ofHikoiski,State of Alaska.described 3S follows,to-wit:Lot Four (4).Block Tvo (2),Tract =a",as shown on the official platofAmendedu.S.Survey 4904,Alaska.Nikolski Townsite,as acceptedbythechief,Division of Cadastral Survey,for the Director onJuly26,1973 and located within the Aleutian {slands RecordingDistrict.Subject to the condition that the above-described land shall not be alienatedorencumberedwithouttheconsentoftheSecretaryoftheinterior.and shallpotbesubjecttotaxation,to levy and sale in satisfaction of debts.contracts,oF Liabilities.oF to any claims of adverse occupancy oF law ofprescription,and subject to the further condition that there is reserved fromtheoperationofthisconveyancethelandcoveredbytheestablishedstreetsandalleysextendeduponandacrosssaidtract.According to the official plat of survey of said townsite.subject to rightsandreservationsinsaidpatentexpressed.To have and to hold the same.together with all and singular the tenements,hereditaments.and appurtenancesthereuntobelongingoFinanywiseappertaining,his heirs.executors,IN WITNESS WHEREOF said pacty of the first pact.as trustee,has hereuntosetherhandandsealonthedayandyearfirstabovewritten. In the presence of: Eumert.IL.Zatths- zaina Lise Qorracle Townsite Trustee for the TownsiteofNikolski.State of AlaskaFors2560-7(April 1977) ALEUTIAN ISLANDS RECORDING DISTRICTeenOeen wawaaee amtnttmene¥weyLNT!eyi. i:{HcegeegprenTENOTHEteeae 5.Bide pntsegureannounce ad . . . --.ye 3 t . oa COSOre2 59 H s STATE OF ALASKA: ; |7 pe iT REMEMBERED.That on this 5th day of Janusry A.0.1987 +before ae.4 '$s.3 fotary Public,came Cail Ozmina.to me personally known to be the trustee of : ;- said townsite of Nikolski and the identical person described in.and whose : hos is affixed to,the foregoing conveyance aS grantor and she acknowledged .t\ the execution of the same to be her voluntary act and deed as such trustee.for the uses and pucposes therein pentioned.1w TEST MONY mencor.f have hereunto subscribed wy name and affixed syofficialsealonthedayandyeafirstaboveweitten. tzman .-FlanJ.BeNotaryPublic foc Alaska,cesiding atAnchorage.Alaska.My Connission expires December 17,41988 een,.es»taareneelAsneed:saeReturn tos eerearoe--{ ; pealty Office :, guresu of Indian Affairs boy $ . 7.0.Box 100120 ez "2.i 3 anchorages Alaska 99510-50120 S -_-!{ = a Sea =Rin . 3 a= 5 oO R72 33 ' Rw,©HBPpFe2 . ee "mA : o.=LS : "A i =Bozeoe __$470 ZECURDED -CuRDED PARED /4-cRec.DIST.aeonsTIME [Lets eA : trnoved Oe Wey,a ! ; .t \ serene” nS aiid Seb $070h Oars warewen *» ct datt pit henememees -eee ae "a -- ;: = : . . , i Arte Recok0'49, i '*pa 1020"033 Please foe wAko A he the Geavtee.ih 7 Perm Ak gseeokt UNITED STATES ba Avan.190er DEPARTMENT OF THE INTERIOR t trormarty #90070?BUREAU OF LAND MANAGENENT : ye 7 ALASKA STATE OFFICE = t Anchorage.AK . : .*; TRUSTEE DEED i,THIS INDENTURE.sade this 23rd day of February,in the year of our Lord -:cme thousand nise fundred and eighty-seven,by aod between Cail Ozaina,as 7 trustee for the townsite of Nikoiski.U.S.Survey Nusber 4904,io the State ofAlaska,party of the first part,the Native Village of Nikolski.of Ceneral t Delivery,Nikolski,Alaska 99638,party of the second part. $%WLTNESSETH.That said party of the first part,as such trustee,by victueofthepovervestedinandconferreduponherbythetermsofsection11oftheActofCongressapprovedMarch3.1891 (26 Stat.1095).and thelationsthereunderaodthepatentissuedtoheethereon,and in*eonsideratioa of the sum of Two Hundred Seventy Ove dollars.the amount of thegssesspentsupodthepresisesbereinafterdescribed,the receipt of which isherebyacknowledged.by these presents does grant,convey,and confirm untothesaidpartyofthesecondpartanditssuccessorsandassignsallthefollowinglot,piece.and parcel of land situated in the townsite of Nikolski.State of Alaska.described as follows,to-wit: i. Lots One (1).Five (5),and Six (8).Block Tso (2),Tract rae,US.: Survey 4904.Alaska,Nikolski Townsite,aS accepted by the Chief.q gi Division of Cadastral Survey,for the Director on July 26.1973, , : end located within the Aleutian Islands Recording District..encescranesaanenanenailAccording to the official plat of survey of said townsite,subject to rightsandreservationsiosaidpatentexpressed.To bave and to hold the same,together with all and sioguiar the tenements.hereditasents.and appurtenanceseer.belonging of in anysise appertaining,its successors and assignsjorever. .xIN BITNESS wmereor said party of the first pact.8s trustee,has hereuntosetberhandandsealoathedayandyearfirstabovewritten.[aeaeIn the presence of: Townsite Trustee for the TownsiteofNikolski,State of Alaska 3 . -boc 0026594 STATE OF ALASKA: BE IT REMEMBERED,That on this 23rd day of February A.D.1987,before me,a Notary Public,came Gail Ozeina,to we personally known to be the trustee of q said townsite of Nikolski,and the identical person described in,and whose q :came is affixed ta,the foregoing conveyance as grantor,and she acknowledgedtheexecutionofthesametobehervoluntaryactanddeedassuchTrustee,for the uses and purposes therein mentioned. 4 (8 TESTIMONY WHEREOF,{have hereunto subscribed my name and affixed ayofficialsealouthedayandyearfirstabovewritten.|dm.' Wee,Q&._\.uke mun Ff¥;-Allan J.Breit :* Notary Public for Alaska{rgsiding at 4 Anchorage,Alaska qj - My Commission expires December 17,1988 ee: ;; , |yra0l RECORDED-FItED j2,-turn)-J aor Q-/7 oy LheAECBAGBIKPIS73eg gas. wn OB satay 105AlentizgIslandsRecordingDreiUnitedStatesDepartmentoftheInterior OFFICE OF HEARINGS AND APPEALS 2020 Hurley Way,Suite 150 SACRAMENTO,CA 95825 IN THE MATTER OF THE LAST WILL)PROBATE IP SA TON 88 AND TESTAMENT OF JACOR I.) CILERCASEN,DECEASED ALEUT )ORDER APPROVING WILL AND )OF ALASKA DECREE OF DISTRIBUTION The matter of the last will and testament of Jacob I.Cherensen,dated Novem- ber 21.1983,coming on for hearing at Anchorage.Alaska,on March 25,1988,before the Administrative Law Judge,Office of Hearings and Appents,United States Depart- ment of the Interior.Sacramento,California,the following findings of fact and conclusions of law are made: That Jacob I.Chercasen died on October 29,1985,at the age of 64 vears. a resident of the State of Alaska: That Jacob I.Chercasen died testate;that Ann Sovoroff Dick filed a statement contesting the will on grounds of lack of testamentary capacity.and Laura Sovoroff Franks filed a statement contesting the will on the basis of tindue influence;that the Reverend Archpricst Paul Merculief,one of the will witnesses,appeared at the hearing and testified as to the circumstances surrounding execution of the wills that the other will witness resides in the village of Niloski,some 900 miles from Anchorage;the scrivener of the will resides in Unalaska,some 750 miles from Anchorage; that the uncontradicted,sworn testimony of the Reverend Archpriest Paul Merculief clearly establishes that the will was duly executed;that upon proof of due execution of the will,the burden of proving lack of testamentary capacity and/or undue influence became that of the will contestants;that they have not produced any evidence to support their assertions;and,furthermore,the testimony of the Reverend Archpriest Paul Merculief established that the decedent possessed testamentary capacity and was free of undue influence at the time the will was executed and,accordingly, it should be approved. That there were no ereditors'claims filed against this estate. ORDER NOW,THEREFORE,by virtue of the power and authority vested in the Secretary of the Interior by section 2 of the act of June 25,1910,36 Stat.855,25 U.S.C.373, and other applicable statutes,and pursuant to 43 CFR Part 4,|HEREBY ORDER, ADJUDGE,AND DECLARE thats The last will and testament of Jacob I.Chercasen,dated November 21,1983, be,and the same is,hereby approved. The Superintendent or other officer in charge shall cause a distribution to be made of the trust estate of the testator {In accordance with his last will and testa- ment,dated November 21,1983,and approved herein,each devisce to receive any cash accruing from his or her devised property since the death of the testator,as follows: ALEUTIAN ISLANDS RECORDING DISTRICT ay 4 Bes pactsSelheert fag sox QO nage OleAleutianIslandsRecordingDistrice PROBATE IP SA 110N 88 TO:ST.NICHOLAS RUSSIAN ORTHODOX CHURCH: ALL of the testatrix's interest in Block 3,Lot 3,of Tract A, Amended U.S.Survey 4904,of the Nikolski Townsite,as more particularly described on the inventory attached hereto TO:ANGELA MERCULIEF THOMPSON,Alcut,born 9/5/63: AS RESIDUARY DEVISEE: All of the rest and residue of the testator's trust or restricted estate,including ALL of the testator's interest in Block 3,Lot 2, of Tract A,Amended U.S.Survey 4904,of the Nikolski Townsite,as more particularly described on the inventory attached hereto This decision is final for the Department unless a petition for rehearing is timely filed in accordance with 43 CFR 4.241 within 60 days from the date hereof as set forth in the notice attached hercto. Dated at Sacramento,California,May 31,1988.ll nor mene William E.Hammett Administrative Law Judge VAST1Y"3GVEQUNYINVT!FLfeONYG6EAB86Angela Merculief Thompson,Box 82044,Tyonek,AK 99682 St.Nicholas Russian Orthodox Church,Nikolski,AK 99638 wdothaITweeeefi3Acron 1M REPLY REFER TO; UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF INOIAN AFFAIRS ALASKA TITLE SERVICES CENTER >251675CSTREET8Aryé7ANCHORAGE,ALASKA 99501-5198 SOOK PAGE (907)271-4594 Aleutian Islands Recording District ALASKA TITLE SERVICES CENTER PROBATE NO. AC 58-90 SA 110N-88 IN THE MATTER OF THE ESTATE OF: JACOB I.CHERCASEN,)ADMINISTRATIVE CORRECTION DECEASED ALEUT OF ALASKA ) An examination of the probate file cited above reveals the following clerical error: The Order Approving Will and Degree of Distribution dated May 31,1988,page 2,erroneously referred to the lots to which,in accordance with the decedent's Last Will and Testament,the named devisees were entitled as follows: TO:ST.NICHOLAS RUSSIAN ORTHODOX CHURCH: ALL of the testatrix's interest in Block 3,Lot 3, of Tract A,Amended U.S.Survey 4904,of the Nikolski Townsite,as more particularly described on the inventory attached hereto. TO:ANGELA MERCULIEF THOMPSON,Aleut,Born 9/5/63: All of the rest and residue of the testator's trust or restricted estate,including ALL of the testator's interest in Block 3,Lot 2,of Tract A, Amended U.S.Survey 4904,of the Nikolski Townsite,as more particularly described on theinventoryattachedhereto. By administrative action taken pursuant to the authoritycontainedin25CFRPart150.7(b)(3),the Order Approving willandDegreeofDistributiondatedMay31,1988,is corrected to read as follows: TO:ST.NICHOLAS RUSSIAN ORTHODOX CHURCH: ALL of the testator's interest in Block 3,Lot 2, of Tract A,Amended U.S.Survey 4904,of theNikolskiTownsite,as more particularly describedontheinventoryattachedhereto. BOOK _vaun 7-7AleutianIslandsRecordingDistrict ALASKA TITLE SERVICES CENTER PROBATE NO. AC-58-+90 SA 110N-88 TO:ANGELA MERCULIEF THOMPSON,Aleut,Born 9/5/63: All of the rest and residue of the testator's trust or restricted estate,including ALL of the testator's interest in Block 2,Lot 3,of Tract A, Amended U.S.Survey 4904,of the Nikolski Townsite,as more particularly described on the inventory attached hereto. ra wu : rs 4 Scott D.Houk LoomLandLawExaminer Date:May 21,1990 ba DISTRIBUTION: Juneau Area Office,ATTN:Alaska Title Services Center Administrative Law Judge,William E.Hammett,Sacramento, CA 99825 -Superintendent,Anchorage Agency,1675 C Street,Anchorage,AK 99501 ' ' j i ' 1M MEPLY REFER TO; UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF INDIAN AFFAIRS ALASKA TITLE SERVICES CENTER 1675 C STREET ANCHORAGE,ALASKA 9$9501-5198 2,Cres”(907)271-4594 BOOK ___=4%)paGEn 7 Aleutian Islands Reeording District THIS IS TO CERTIFY that the foregoing Administrative Correction dated May 21,1990,Probate number SA 110N-88 is a full,true and correct copy of the original as the same appears in the records and files of the Bureau of Indian Affairs, Alaska Title Services Center. IN WITNESS WHEREOF,I have hereunto set my hand this 15th day of June,1990,at Anchorage,Alaska. Scott D.Houk,Land Law Examiner Original document recorded in Book 28,Pages 105 to 107,Aleutian Islands Recording District. GRANTEE(8S):Angela Mereculief Thompson,Box 82044,Tyonek,AK 99628St.Nicholas Russian Orthodox Church,Nikolski,AK 99638 RETURN TO:Anchorage Agency,BIA ATTN:Realty 1675 C Street Anchorage,AK 99510-5198 HANGLK.ho,RECORDED -FILED /u-|*©Mey CEC yh pec.nist. etd g]4.4; DATE -aTeZs LM wad 197 /21p Leattend - £vi 'FsSoneam aMoetweigh8aanSe LAW OFFICES OF CHARLES G.EVANS 4201 TUDOR CENTRE DRIVE,SUITE 108,ANCHORAGE,ALASKA 99508-5916 TELEPHONE (907)278-4691 FAX (907)562-0654 September 22,1997 RECEIVED Wiley W.Wilhelm,P.E.SEP241997LCMFIncorporated139E.51°°Avenue Anchorage,Alaska 99503 Re:Native Village of Nikolski Bulk Fuel Storage Tanks Our File No:217.0400 Dear Mr.Wilhelm: You will recall meeting me in Nikolski,Alaska,when you chartered in tc do an assessment of their fuel storage tanks. At your request,I have reviewed the available records and determined that the following fuel purchases were made by Nikolski: Umnak Year Store Power Co.Total 1997 18,637 16,860 35,497 1996 10,000 16,000 26,000 1995 16,025 16,000 32,025 1994 13,010 16,000 29,010 1993 15,010 18,000 33,010 In addition to the above,the Aleutian School District also buys fuel for the store,6,000 gallons this year. Please let me know when you expect to have your report completed.Please send me a copy of ycur finai report and forward additional copies to: Charlene Lestenkof,President Native Village of Nikolski Box 105 Nikolski,Alaska 99638 and to: Scott Kerr,President Nikolski Fisherman's Association Box 10 Nikolski,Alaska 99638 LAW OFFICES OF CHARLES G.EVANS Wiley W.Wilhelm,P.E. September 22,1997 Page Two If the reports must come from the Division of Energy,please request Mr.Percy Frisby to send the reports as requested when you deliver the final report to the Division of Energy.We look forward to receiving your report when it is prepared. Very truly yours, Wet,4bvoug- Charles G.Evans CGE:jka C -217 -4.01 ce:Charlene Lestenkof Scott Kerr Percy Frisby BUDGETARY COST ESTIMATE Option 1 +Chaluka Corporation Ranch PROJECT:Nikolski Fuel System Upgrade BY:WWW PROJECT NO:97-102 FIRM:LCMF Inc. LEVEL:Budget FILE:NikestI.xls DATE:October 6,1997 REFERENCE DRAWING(S):Report Drawings BASIS:Force Account Construction }|MATERIAL LABOR OTHER |OR LINE!UNIT MATL |MAN UNIT***LABOR |EQUIPNO|ITEM QTY |UNITS;COST TOTAL |DAYS COST TOTAL |RENT |FREIGHT TOTAL (*See Note Below)(**See Note Below) Miscellaneous Costs 63,340 1 Mob/DeMob 1LS 6,000.00 6,000 6,000 2 Crew Per Diem 270 42 11,340 11,340 3 Crew Housing 27,000 27,000 4 Equipment Repair 10,000 10,000 5 Welder Rental 1,000 1,000 6 Four Wheeler Rental 3,000 3,000 7 Miscellaneous ILS 5,000.00 5,000 5,000 OPTION 1 CONSTRUCTION COSTS Consolidated Tank Farm 266,766 Tank Farm Pad and Secondary Containment 8 Unclassified Excavation 300 CY 6 350 2,100 300 2,400 9 Non-Woven Geotextile 4,000 SF 0.20 800 |350 350 440 1,590 10 NFS Gravel Fill 600 CY 12 350 4,200 600 4,800 11 Membrane Liner 4,675 SF 1.25 5,844 2 350 700 2,338 8,881 12 Non-Woven Geotextile 9,350 SF 0.20 1,870 1 350 350 1,000 3,220 13.Timber/Metal Dike 240 LF 25.00 6,000 20 350 7,000 7,200 20,200 14.6'Chain Link Fence 240 LF 20.00 4,800 15 350 5,250 4,800 14,850 Page 1 of 5 10/6/97 |'MATERIAL LABOR |OTHER ||||ORLINE);'UNIT MATL |MAN UNIT***LABOR j EQUIP NO ITEM |QTY _UNITSi COST TOTAL DAYS COST TOTAL |RENT 'FREIGHT;TOTAL, (*See Note Below)(**See Note Below) Tanks 15 12,000 Gallon Tank 4 EA 15,000 60,000 8 350 2,800 56000 118,800 16 10,000 Gallon Tank LEA 13,000 13,000 2 350 700 11000 24,700 17 New Dual Prod Disp Tank LEA 35,000 35,000 6 350 2,100 20000 57,100 Manifold Piping 18 3"@ Manifold Piping 50 LF 12.00 600 10 350 3,500 308 4,408 19 3"Ball Valve 3 EA 750.00 2,250 0.75 350 263 90 2,603 20 3"Check Valve 3 EA 550.00 1,650 0.75 350 263 90 2,003 21 3"Flex Fittings 3 EA 125.00 375 0.75 350 263 90 728 22 Timber Pipe Supports 5 EA 15.00 75 I 350 350 60 485 Dispensing Station/Transfer Pumps &Controls 62,850 23 Unclassified Excavation 100 CY 4 350 1,400 50 1,450 24 Non-Woven Geotextile 2,000 SF 0.20 400 400 25 NFS Gravel Fill 200 CY 6 350 2,100 100 2,200 26 Dispenser Enclosure 1EA 10,000 10,000 8 250 2,000 1,000 13,000 27 Product Dispenser 1EA 10,000 10,000 2 250 500 300 10,800 28 Mechanical System 1 SUM 15,000 15,000 15,000 29 Electrical/Controls 1 SUM 15,000 15,000 15,000 30 Electrical Service 1 SUM 5,000 5,000 5,000 Power Plant Intermediate Tank 35,376 31 Unclassified Excavation 150 CY 3 350 1,050 50 1,100 32 Non-Woven Geotextile 2,500 SF 0.20 500 1 350 350 440 1,290 33 NFS Gravel Fill 390 CY 9 350 3,150 100 3,250 34 Membrane Liner 3,575 SF 1.25 4,469 2 350 700 1,788 6,956 35 Non-Woven Geotextile 7,150 SF 0.20 1,430 !350 350 1,000 2,780 36 8'Chain Link Fence 200 LF 20.00 4,000 6 350 2,100 4,000 10,100 37 2,000 Gal Tank 1 EA 5,000 5,000 4 350 1,400 3500 9,900 Page 2 of 5 10/6/97 ||MATERIAL LABOR |OR ||_-an |OR || INE ||UNIT MATL |MAN UNIT***LABOR |EQUIP | NO |ITEM QTY UNITS)COST TOTAL |DAYS COST TOTAL ©RENT |FREIGHT)TOTAL: (*See Note Below)(**See Note Below) School Day Tank 10,540 38 Unclassified Excavation 22 CY 3 350 1,050 50 1,100 39 Non-Woven Geotextile 300 SF 0.20 60 1 350 350 440 850 40 NFS Gravel Fill 44 CY 3 350 1,050 100 1,150 41 Steel Drip Pan 80 SF 5.00 400 2 350 700 40 1,140 42 8'Chain Link Fence 50 LF 20.00 1,000 6 350 2,100 1,000 4,100 43 500 Gal Tank 1 EA 1,000 1,000 2 350 700 500 2,200 Pipelines 48,175 Power Plant Distribution Pipeline 44 2"Above Grade Diesel 1,200 LF 6.00 7,200 20 350 7,000 6000 20,200 45 Road Crossings 3 EA 2,000.00 6,000 9 350 3,150 50 1,500 10,700 46 Pipe Supports 120 EA 20.00 2,400 12 350 4,200 50 1,200 7,850 School Distribution Pipeline 47 2"Above Grade Diesel 250 LF 6.00 1,500 4 350 1,400 1250 4,150 48 Road Crossings LEA 2,000.00 2,000 3 350 1,050 50 500 3,600 49 Pipe Supports 25 EA 20.00 500 2.5 350 875 50 250 1,675 TOTAL DIRECTS 236,123 80,253 42,550 128,123 487,048 CONSTRUCTION CONTINGENCY AT 15%73,057 BASIC CONSTRUCTION TOTAL 560,105 Page 3 of 5 10/6/97 ITEM "MATERIAL LABOR 'OTHER,| ||OR 1|UNIT MATL |MAN UNIT***LABOR :EQUIP|QTY 'UNITS:COST TOTAL |DAYS COST TOTAL ,RENT | |FREIGHT|TOTAL ||| (*See Note Below) CHALUKA CORPORATION RANCH CONSTRUCTION COSTS (**See Note Below) Ranch Tank Upgrades 32,424 50 Unclassified Excavation 185 CY 3 350 1,050 50 1,100 51 Non-Woven Geotextile 2,500 SF 0.20 500 1 350 350 440 1,290 52 NFS Gravel Fill 495 CY 6 350 2,100 100 2,200 53 Membrane Liner 4,225 SF 1.25 5,281 2 350 700 2,113 8,094 54 Non-Woven Geotextile 8,450 SF 0.20 1,690 1 350 350 1,000 3,040 55 8'Chain Link Fence 200 LF 20.00 4,000 6 350 2,100 4,000 10,100 56 Tank Upgrades ILS 3,000.00 3,000 6 350 2,100 1,500 6,600 TOTAL DIRECTS 11,471 6,650 150 7,553 32,424 CONSTRUCTION CONTINGENCY AT 15%4,864 CHALUKA CORPORATION RANCH CONSTRUCTION TOTAL 37,287 CONSTRUCTION TOTAL 597,392 (OPTION 1 +CHALUKA CORP RANCH) MISCELLANEOUS COSTS 57 Design Cost @ Approx.10%of Construction Cost 60,000 58 Regulatory Cost (SPCC Plan,Fac.Resp Plan,Oil Spill Resp Plan,Ops Manual)8,500 59 Spill Response Equipment Required by Facility Response Plan 10,000 60 Facility Start-Up 3,000 TOTAL PROJECT BUDGET COST 678,892 Page 4 of §10/6/97 |"MATERIAL LABOR OTHER' poo |_OR|UNIT MATL |MAN UNIT***LABOR /|EQUIP,|QTY UNITS!COST TOTAL}DAYS COST TOTAL |RENT |FREIGHT)TOTAL.i it ITEM (*See Note Below)(**See Note Below) BASIS FOR BUDGET COST ESTIMATE 1 woeoNDUHSFWYWN*MATERIAL UNIT COSTS INCLUDE LABOR WHERE NO LABOR IS SHOWN **FREIGHT COST CALCULATED AT $1.00/LB. ***T ABOR MANDAY COST BASED ON AVERAGE OF 4 MAN CREW FOR 10 HOUR DAY. EXCAVATED MATERIAL DISPOSED OFF-SITE WITHOUT COST OTHER THAN LABOR AND EQUIPMENT TO HAUL LOCAL EQUIPMENT USED FREE OF CHARGE OTHER THAN FUEL,OIL AND MAINTENANCE SUPERINTENDENT,WELDER AND WELDING ASSIST FROM OUTSIDE COMMUNITY,BAL.OF CREW LOCAL HIRE MOB/DEMOB INCLUDES ONE INTERMEDIATE AIRFARE FOR EACH OF THE THREE MAN OUT OF TOWN CREW GRAVEL PROVIDED AT NO COST OTHER THAN LABOR +FUEL CONSTRUCTION SCHEDULE:90 DAYS IN FIELD Page 5 of 5 10/6/97 BUDGETARY COST ESTIMATE Option 2 +Chaluka Corporation Ranch PROJECT:Nikolski Fuel System Upgrade PROJECT NO:97-102 LEVEL:Budget DATE:October 6,1997 REFERENCE DRAWING(S):Report Drawings BASIS:Force Account Construction BY:WWW FIRM:LCMF Inc. FILE:Nikest2.xls 1 || i 1 MATERIAL LABOR OTHER OR LINE UNIT MATL |MAN UNIT***LABOR |EQUIP ,NO ITEM QTY |UNITS|COST TOTAL|DAYS COST TOTAL ;RENT |FREIGHT TOTAL (*See Note Below)(**See Note Below) Miscellaneous Costs 63,340 1 =Mob/DeMob 1LS 6,000.00 6,000 6,000 2 Crew Per Diem 270 MD 270 42 11,340 11,340 3 Crew Housing 270 MD 27,000 27,000 4 Equipment Repair 10,000 10,000 5 Welder Rental 1,000 1,000 6 Four Wheeler Rental 3,000 3,000 7 Miscellaneous 1 LS 5,000.00 5,000 5,000 OPTION 2 CONSTRUCTION COSTS Store Tank Farm 216,129 Tank Farm Pad and Secondary Containment 8 Unclassified Excavation 363 CY 6 350 2,100 300 2,400 9 Non-Woven Geotextile 4,900 SF 0.20 980 l 350 350 440 1,770 10 NFS Gravel Fill 726 CY 12 350 4,200 600 4,800 11 Membrane Liner 4,225 SF 1.25 5,281 2 350 700 2,113 8,094 12 Non-Woven Geotextile 8,450 SF 0.20 1,690 1 350 350 1,000 3,040 13 8'Chain Link Fence 280 LF 20.00 5,600 15 350 5,250 5,600 16,450 Page 1 of 6 10/6/97 MATERIAL LABOR |OTHER |ee OR -INE;||UNIT MATL |MAN UNIT***LABOR |EQUIP :.NO |ITEM QTY UNITS;COST TOTAL;DAYS COST TOTAL RENT FREIGHT TOTAL, (*See Note Below)(**See Note Below) "anks 14 12,000 Gallon Tank 2 EA 15,000 30,000 4 350 1,400 28000 59,400 15 New Dual Prod Disp Tank 1 EA 35,000 35,000 6 350 2,100 20000 57,100 Aanifold Piping 16 3"@ Manifold Piping 50 LF 12.00 600 10 350 3,500 308 4,408 17 3"Ball Valve 3 EA 750.00 2,250 0.75 350 263 90 2,603 18 3"Check Valve 3 EA 550.00 1,650 0.75 350 263 90 2,003 19 3"Flex Fittings 3 EA 125.00 375 0.75 350 263 90 728 20 Timber Pipe Supports 5 EA 15.00 75 1 350 350 60 485 Dispensing Station 21 Unclassified Excavation 100 CY 4 350 1,400 50 1,450 22 Non-Woven Geotextile 2,000 SF 0.20 400 400 23 NFS Gravel Fill 200 CY 6 350 2,100 100 2,200 24 Dispenser Enclosure 1EA 10,000 =10,000 8 250 2,000 1,000 13,000 25 Product Dispenser 1 EA 10,000 =10,000 2 250 500 300 10,800 26 Mechanical System 1 SUM 5,000 5,000 5,000 27 Electrical/Controls 1 SUM 15,000 15,000 15,000 28 Electrical Service 1 SUM 5,000 5,000 5,000 Power Plant Tank Farm 141,779 Tank Farm Pad and Secondary Containment 29 Unclassified Excavation 285 CY 6 350 2,100 300 2,400 30 Non-Woven Geotextile 3,850 SF 0.20 770 1 350 350 440 1,560 31 NFS Gravel Fill 570 CY 12 350 4,200 600 4,800 32 Membrane Liner 3,575 SF 1.25 4,469 2 350 700 1,788 6,956 33.Non-Woven Geotextile 7,150 SF 0.20 1,430 1 350 350 1,000 2,780 34 8'Chain Link Fence 250 LF 20.00 5,000 15 350 5,250 5,000 15,250 Page 2 of 6 10/6/97 'MATERIAL j|LABOR OTHER | _||oRLINE!;|UNIT MATL |MAN UNIT***LABOR |EQUIP |NO |ITEM |QTY UNITS:COST TOTAL)DAYS COST TOTAL |RENT iFREIGHT TOTAL (*See Note Below)(**See Note Below) Tanks 35 12,000 Gallon Tank 2 EA 15,000 30,000 4 350 1,400 28000 59,400 Manifold Piping 36 3"Manifold Piping 50 LF 12.00 600 10 350 3,500 308 4,408 37 3"Ball Valve 1 EA 750.00 750 0.25 350 88 30 868 38 3"Check Valve LEA 550.00 550 0.25 350 88 30 668 39 3"Flex Fittings LEA 125.00 125 0.25 350 88 30 243 40 Timber Pipe Supports 5 EA 15.00 75 1 350 350 60 485 Power Plant Barge Off-Loading Pipeline 39 3"Above Grade Diesel 1,000 LF 6.00 6,000 20 350 7,000 5000 18,000 40 Road Crossings 3 EA 2,000.00 6,000 9 350 3,150 50 1,500 10,700 41 Pipe Supports 100 EA 20.00 2,000 10 350 3,500 50 1,000 6,550 42 3"Ball Valve 2 EA 750.00 1,500 0.5 350 175 60 1,735 43 3"Check Valve 2 EA 550.00 1,100 0.5 350 175 60 1,335 44 3"Flex Fittings LEA 125.00 125 0.25 350 88 30 243 45 Timber Pipe Supports 100 EA 15.00 1,500 l 350 350 1,200 3,050 46 2 Barrel Drip Cont Box LEA 250.00 250 100 350 School Tank 74,971 Tank Farm Pad and Secondary Containment 41 Unclassified Excavation 217 CY 6 350 2,100 300 2,400 42 Non-Woven Geotextile 2,925 SF 0.20 585 1 350 350 440 1,375 43 NFS Gravel Fill 433 CY 12 350 4,200 600 4,800 44 Membrane Liner 2,925 SF 1.25 3,656 2 350 700 1,463 5,819 45 Non-Woven Geotextile 5,850 SF 0.20 1,170 1 350 350 1,000 2,520 46 8'Chain Link Fence 220 LF 20.00 4,400 15 350 5,250 4,400 14,050 Tanks 47 10,000 Gallon Tank 1 EA 13,000 13,000 2 350 700 12,000 25,700 Page 3 of 6 10/6/97 |!MATERIAL ;LABOR OTHER ||||OR UINE ||UNIT MATL MAN UNIT***LABOR |EQUIPNOITEMQTY|UNITS!COST TOTAL |DAYS COST TOTAL ;|RENT |FREIGHT|TOTAL, (*See Note Below)(**See Note Below) Fuel Oil Supply Piping 48 1-1/2"0 Buried Piping 100 LF 5.00 500 10 350 3,500 615 4,615 49 1-1/2"Ball Valve 1 EA 250.00 250 0.25 350 88 30 368 50 3”Flex Fittings 1 EA 100.00 100 0.25 350 88 30 218 ichool Barge Off-Loading Pipeline 51 3"Buried Pipeline 200 LF 6.00 1,200 20 350 7,000 1000 9,200 52 Pipe Supports 3 EA 20.00 60 0.3 350 105 50 30 245 53 3"Ball Valve 2 EA 750.00 1,500 0.5 350 175 60 1,735 54 3"Check Valve 2 EA 550.00 1,100 0.5 350 175 60 1,335 55 3"Flex Fittings 1EA 125.00 125 0.25 350 88 30 243 56 2 Barrel Drip Cont Box 1EA 250.00 250 100 350 TOTAL DIRECTS 230,041 96,195 44,000 125,983 496,219 CONSTRUCTION CONTINGENCY AT 15%74,433 BASIC CONSTRUCTION TOTAL 570,652 Page 4 of 6 10/6/97 |'MATERIAL LABOR OTHER] OR | LINE UNIT MATL |MAN UNIT***LABOR |EQUIP | NO ITEM |QTY UNITS;COST TOTAL!DAYS COST TOTAL |RENT F REIGHT TOTAL: (*See Note Below)(**See Note Below) CHALUKA CORPORATION RANCH CONSTRUCTION COSTS Ranch Tank Upgrades 32,424 57 Unclassified Excavation 185 CY 3 350 1,050 50 1,100 58 Non-Woven Geotextile 2,500 SF 0.20 $00 1 350 350 440 1,290 59 NFS Gravel Fill 495 CY 6 350 2,100 100 2,200 60 Membrane Liner 4,225 SF 1.25 5,281 2 350 700 2,113 8,094 61 Non-Woven Geotextile 8,450 SF 0.20 1,690 1 350 350 1,000 3,040 62 8'Chain Link Fence 200 LF 20.00 4,000 6 350 2,100 4,000 10,100 63 Tank Upgrades 1 LS 3,000.00 3,000 6 350 2,100 1,500 6,600 TOTAL DIRECTS 11,471 6,650 150 7,553 32,424 CONSTRUCTION CONTINGENCY AT 15%4,864 CHALUKA CORPORATION RANCH CONSTRUCTION TOTAL 37,287 CONSTRUCTION TOTAL 607,939 (OPTION 2 +CHALUKA CORP RANCH) MISCELLANEOUS COSTS 64 Design Cost @ Approx.10%of Construction Cost 60,000 65 Regulatory Cost (SPCC Plan,USCG Oil Spill Resp Plan,USCG Ops Manual)8,500 66 Facility Start-Up 3,000 TOTAL PROJECT BUDGET COST 679,439 Page 5 of 6 10/6/97 /MATERIAL 'LABOR |OTHER ¢ ||ORMANUNIT***LABOR |EQUIP|DAYS COST TOTAL |RENT |FREIGHT TOTAL || |||||UNIT =MATL | | {{i ITEM QTY 'UNITS COST TOTAL! (*See Note Below)(**See Note Below) BASIS FOR BUDGET COST ESTIMATE -_oOofoHNDBHnFPWNY*MATERIAL UNIT COSTS INCLUDE LABOR WHERE NO LABOR IS SHOWN **FREIGHT COST CALCULATED AT $1.00/LB. ***L ABOR MANDAY COST BASED ON AVERAGE OF 4 MAN CREW FOR 10 HOUR DAY. EXCAVATED MATERIAL DISPOSED OFF-SITE WITHOUT COST OTHER THAN LABOR AND EQUIPMENT TO HAUL LOCAL EQUIPMENT USED FREE OF CHARGE OTHER THAN FUEL,OIL AND MAINTENANCE SUPERINTENDENT,WELDER AND WELDING ASSIST FROM OUTSIDE COMMUNITY,BAL.OF CREW LOCAL HIRE MOB/DEMOB INCLUDES ONE INTERMEDIATE AIRFARE FOR EACH OF THE THREE MAN OUT OF TOWN CREW GRAVEL PROVIDED AT NO COST OTHER THAN LABOR +FUEL CONSTRUCTION SCHEDULE:90 DAYS IN FIELD Page 6 of 6 10/6/97