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AVEC W.O. 11G020 Old Harbor Spill Prevention 1992
Alaska Village Electric Cooperative, Inc. 4831 Eagle Street Anchorage, Alaska 99503-7497 (907) 561-1818 (907) 561-2388 FAX June 3, 1991 U. S. Department of Transportation United States Coast Guard Captain of the Port Western Alaska 222 W. 7th Ave. #17 Anchorage, Alaska 99513-75654 Subject: Letter of Intent to Conduct Bulk Petroleum Transfers at Alaska Village Electric Cooperative, Inc. (AVEC) Old Harbor Facility Dear Sir: We anticipate the semi-annual fuel delivery to AVEC’s Old Harbor Facility to commence in September 1991. This delivery will consist of a single transfer of approximately 40,000 gallons of #2 diesel fuel. Total AVEC Fill Alternate Person in Tanks | Capacity Line Person In Charge | Phone Number Charge Phone Number 4 40,800 318’ | vietor Peterson City #286-2204 | See List Below See Below The following AVEC employees are qualified to receive fuel: Contact Number is 561-1818 or 800-478-1818 John Lyons Bob Dreeszen Steve Flowers Peter Neuburg John Brooks Greg Plummer Randy Vallee Mark Brian Tony Corbeil Chris Corbeil Terry Fouts John Hillemeier If you have any questions or require additional information, please call me at the above number or (907) 562-2631. Sincerely, David Brennan Manager, Logistics Alaska Village Electric Cooperative, Inc. SPILL PREVENTION CONTROL AND COUNTERMEAS URE PLAN rati M | FOR ALASKA VILLAGE ELECTRIC COOPERATIVE, INC. OLD HARBOR, ALASKA Remember, the best policy is to PREVENT OIL SPILLS from happening in the first place. It is AVEC's policy to take every possible precaution to protect the environment at all times in accordance with all state and federal environmental laws and regulations. The best way to PREVENT OIL SPILLS is to use common sense, PRACTICE GOOD HOUSEKEEPING, and follow correct procedures. BE SURE all valves are closed and opened as CHECK FOR ITEMS that need repair such as required, in the right sequence. leaky connections and valves, frozen lines, cracked pipe walls, damaged flex BE CAUTIOUS when operating machinery connections. and equipment around fuel lines and tank farms. Report potential or existing problems. BE OBSERVANT-watch fuel tank levels, etc. BE RESPONSIBLE-you are working ina to PREVENT OVERFLOW. fragile environment; take care of it. BE CLEAN-keep work areas neat, use drip CAUTION is the key word. DO NOT TAKE pans, wipe up drips and grease. HAZARDOUS SHORTCUTS. ALASKA VILLAGE ELECTRIC COOPERATIVE, INC. OLD HARBOR, ALASKA CERTIFICATION | hereby certify that | have examined the facility, and being familiar with the provisions of 40 CFR, Part 112, attest that this SPCC Plan has been prepared in accordance with good engineering practices. Mark E. Teitzel, P.E. Date: Registration No. 5029, Alaska MANAGEMENT APPROVAL This SPCC Plan will be implemented as herein described. Signature Name Title . Table of Contents GENERAL INFORMATION tei Facility Name 1.2 Type of Facility 1.3 Date of Initial Operation 1.4 Location of Facility ao Name and Address of Operator 1.6 Responsible Officials 0 A Site Description DESIGN AND OPERATING INFORMATION 2.1 Facility Overview 2.2 Storage Tanks 2.3 Pipes and Valves 2.4 Fuel Transfer 2.5 Secondary Containment 2.6 Plant Security 2.7 Inspection and Maintenance Schedule 2.8 Oil Spill History of the Facility CONTINGENCY PLAN 3.1 Responsible Organization 3.2 Initial ‘Actions 3.3 Notification and Reporting Procedures 3.4 Potential Spill Source and Volume 3.5 Site Drainage 3.6 Cleanup Procedures 3.6.1 Summer Cleanup Techniques A. Spills on Land i Behavior 2 Containment Techniques 3. Recovery and Cleanup Techniques 4 Disposal Techniques 3.7 3.8 3.9 TABLES Table 1: Table 2: Table 3: Table 4: Table 5: Table of Contents B. Spills on Water 1. Behavior ae Containment Techniques 3. Recovery and Cleanup Techniques 4. Disposal Techniques 3.6.2 Winter Cleanup Techniques 1. Behavior 2. Containment Techniques 3. Recovery and Cleanup Techniques 4. Disposal Techniques Cleanup Equipment Cleanup Contractors Training Agencies to be contacted in the event of a fuel spill Potential Spill Sources Cleanup Equipment List Spill Reporting Sequence (AVEC) Spill History Data Sheet APPENDICES Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Facility Tank Farm Drawing Inspection Report Form Area Map Declaration of Inspection Prior to Bulk Fuel Transfer (sample form) 33 CFR 156.120 Requirements for Oil Transfer 33 CFR 156.150 Declaration of Inspection 46 CFR 35.3530 Declaration of Inspection for tankships—T/ALL Product Information Physiological and Health Effects Special Protective Information Fire Protection Reactivity Data Physical Properties Special Precautions .Alaska Village Elevuwic Cooperative SPILL PREVENTION CONTROL AND COUNTE RMEASURE PLAN 1.0 GENERAL INFORMATION 1.1 Facility Name ALASKA VILLAGE ELECTRIC COOPERATIVE, INC. (AVEC) Old Harbor Power Plant line Type of Facility Diesel fueled electrical power generation facility 1.3 Date of Initial Operation October, 1968 1.4 Location of Facility Old Harbor, Alaska 1.5 Name and Address of Operator Alaska Village Electric Cooperative, Inc. 4831 Eagle Street Anchorage, Alaska 99503 Telephone: Daytime: (907) 561-1818 Toll Free: (800) 478-1818 FAX: 907) 561-2388 1.6 Responsible Officials AVEC Plant Operator, or individual designated by AVEC Page 1 dred? Site Description Old Harbor is a coastal community situated in an embankment on Sitkalidak Strait and is surrounded by the Kodiak National Wildlife Refuge. A natural land bridge connects the new and old portions of the village. Electricity is furnished to the villagers by diesel-engine-driven power plant. Fuel oil for the facility is delivered by barge, and is stored in bulk storage tanks. The power plant and four horizontal storage tanks are located on the northernmost portion of the old village, about 3/4 mile Southwest of the new village. Soils throughout the village are relatively shallow. The entire area is characterized by high brush vegetation and alpine tundra. Alaska Village Elec...s Cooperative SPILL PREVENTION CONTROL AND COUNTE RMEASURE PLAN 2.0 DESIGN AND OPERATING INFORMATION 2.1 Facility Overview The facility consists of the following: 1. Power Plant facility and associated generation and distribution equipment 2. Bulk Fuel Storage Tanks (see Appendix A and Table 2) Fuel for the facility can be delivered year-round. Vessels are moored at the beach and connections made to the fuel oil fill-line to transfer diesel fuel to the storage tanks. Annual fuel delivery operations are conducted twice each year, thereby minimizing the exposure of spilled fuel resulting from transfer operations. Additional deliveries are sometimes necessary to complete an order or to top off the tanks. The bulk storage tanks are for storing fuel only. This facility is not designed or equipped for transferring fuel. 2.2 Storage Tanks All tanks are of steel construction with exterior paint and are supported by wood timbers on grade. All tanks are above ground. None of the tanks have been equipped with internal heating coils. See Table 2 for tank capacity information. 2.3 Pipes and Valves The majority of the inter-tank piping is 3" schedule 40 black steel with stainless steel flex connections between welded or flanged joints. These steel flex connections allow movement of the tanks with annual frost heaving. The three inch lines are controlled by valves installed on each tank. All piping is located above ground; therefore, cathodic protection is not required. 2.4 Fuel Transfer Operations Off-shore Barge to On-shore Storage Tanks: The annual fuel delivery is made by pumping the diesel fuel from a vessel moored on the beach, thru the fill-line into the bulk storage tanks. Storage facility inspection and preparations for the annual delivery should be started at least 30 days before the delivery date and completed in not less than 20 calendar days. Inventory: Water must be drained and contents measured in all tanks in the tank farm. Water finding paste shall be used on all tanks. Those tanks found with any substantial water shall be carefully drained of that water. Page 2 s ‘Alaska Village Electric Cooperative SPILL PREVENTION CONTROL AND COUNTE RMEASURE PLAN All equipment used must be inspected for leaks, damage, rusting or any condition likely to cause leaks or breaks—this includes storage tanks, three-inch diameter fill-lines and header/fill-lines, daytank fuel lines, associated valves, flexible connections (remove tension from flex connections as much as possible), tank platforms (any tanks that are not level will be releveled to a safe configuration - tilt shall be no greater than 3 degrees, which is equal to the top and bottom of the tank being 5 inches out of alignment), and dikes. Anything not in acceptable working order or in good condition should be repaired or replaced. The best time to make repairs on tanks and valves is immediately after winter breakup and when there are some empty tanks in the tank farm. The fuel carrier is in charge of all the delivery operations seaward of the connection to the three-inch fill-line on the beach. The fuel must be transferred into the tanks as quickly as possible, and without losing any. The AVEC operator, or person designated by AVEC, will be in charge of the entire shore-side operation while the AVEC tanks are being filled. The operator of the barge shall inspect the fill-line/header before starting the delivery pumping, as part of connecting the hose from the pump to the pipe. Be sure the valve on the 3 inch fill-line to the tank farm is closed. Be sure that any fill lines tapped into the fill-line/header are valve off. Be sure the valve on the 1-1/2 inch fuel service line is closed. Be sure the drain valves on all empty tanks are closed. READ NOTE BELOW FIRST. Open the 3 inch gate valves on the empty tanks, and any partly full tank, and the in-between valve on the header/fill-line in the tank farm. This makes control of filling easier because the oil rises more slowly in a number of tanks than if it all goes to one tank. Note: This procedure will only work if the tanks are all of the same height and at the same physical level. If the tanks are not all of the same height and same physical level, each tank will have to be filled independently. When ready to receive fuel oil in the tanks, the person in charge will tell the barge pump operator to start pumping at a slow rate controlled by engine speed or throttling valve at the pump. After the pump is started, open the valve on the three-inch fill-line to the tank farm. Keeping this valve closed until the last minute prevents oil from running down the fill-line to the beach where the barge operator might err in making his connection, or fuel may be lost back to the barge, depending on the location of the check valve(s). As soon as the fuel is flowing into the AVEC tanks, the person in charge will inspect the tank farm headerffill-line. If everything is functioning properly, the person in charge will tell the barge pump operator to run the pump at normal speed. After the pump has reached normal speed and pressure, the person in charge will make constant checks of the filling operation to be sure there are not leaks or spills. When the fuel level in the tanks gets near the "safe full" level, approximately 80% of tank capacity, signal for the barge operator to slow the pump. The barge operator shall notify the person in charge when 90% of the delivery has been made. WHEN THE FULL LEVEL HAS BEEN REACHED, no more than 6 inches below the tank lip (NOT THE TOP OF THE NIPPLE) , close the filler line/header gate valve (let the barge operator know before doing so). Page 3 Alaska Village Elecu:c Cooperative SPILL PREVENTION CONTROL AND COUNTE RMEASURE PLAN Immediately go back through your tank farm and close each gate valve tightly, and lock it. Close the intermediate valve (see Appendix A) on the three-inch header/fill-line. Check one or more of your tanks for water to be certain that the fuel carrier is not supplying contaminated fuel. IMMEDIATELY NOTIFY THE FUEL CARRIER that the fuel is contaminated. JOINTLY CONDUCT AN INVENTORY with the fuel carrier for each tank in the tank farm to determine the amount of contamination. ADVISE THE FUEL CARRIER that it is his responsibility to correct the contamination problem. ADVISE THE AVEC PURCHASING SECTION at the phone number listed in Section 1.5. Double check that all tank valves are closed and locked, and that there are no leaks anywhere. When the delivery operations to the tank farm have been completed, the barge operator will drain or blow out the fill-lines before being disconnected. Ifthe fill-line is drained back into the barge, the fuel delivery meter ticket must be adjusted to reflect the amount of fuel not delivered to AVEC. Measure the distance (in feet) from the tank farm check valve to the barge meter. Multiply the total distance (in feet) X .386. For example: If the total distance is 250 feet, you would multiply 250 X .386, which would equal 96 gallons. This amount would be deducted from the total amount indicated on the meter ticket. If the fill-line is blown out by the barge company, it will be necessary to open the intermediate valve and one tank valve to allow the fuel to exit the fill-line and enter the open tank. Immediately after the line has been blown out, close and lock both valves. Plug or cap the beach end of the three-inch fill-line, and make sure it is on securely. Make sure the valve is locked. Tank to Tank Transfer: Any tank to tank transfers may only be accomplished by qualified AVEC employees. Tank to tank transfer at the AVEC bulk fuel storage facility can be accomplished by opening the appropriate valves, thereby allowing the fuel to seek its own level. Note: This procedure does not apply to tank farms which utilize vertical and horizontal tanks connected to a common manifold, or where tanks are not at the same physical level. The use of pumps and other equipment to transfer fuel may be employed depending on the situation and transfer requirements. Page 4 * = ‘Alaska Village Electric Cooperative SPILL PREVENTION CONTROL AND COUNTE RMEASURE PLAN Daytank Filling: The daytank inside the generator building supplies the engines with warm fuel by gravity flow to the engine fuel pumps. The daytank has a rectangular-solid shape (see Table 2 for daytank capacity) supported on steel feet. On the top of the tank is a vent piped to atmosphere, a fuel return line from the engine, a daytank pump fill-line and totalizing meter, an overfill shut-off switch, and a tank top float gauge. The fuel line to the engine taps into the end near the bottom, and on the same end there is a drain valve. The transfer pump is a gear-type pump with pressure by-pass, taking oil from the 1-1/2 inch fuel service line. The filling operation is a very simple, visual-manual procedure wherein the fuel level is shown by a tank-top float gauge and the pump is controlled by a manual on/off switch on the wall nearby. An automatic overfill shutdown system is provided to shut off the flow of fuel to the daytank in the event of operator error. Procedure: Open 3” gate valve at bulk tank used. Open fuel service line gate valve at 3” manifold. Open fuel service line gate valve at the transfer pump. Tum on transfer pump manual switch. Monitor tank-top float gauge. When daytank is full, turn off pump. DEAS OINE When the filling of the daytank is finished, close the gate valves on the bulk tank (lock it) and the fuel service line on the tank farm. This is to be sure that fuel will not "leak" through the pump. 206 Secondary Containment , A Dike has been constructed that surrounds the tank farm (see Appendix A) as a containment structure for retaining spilled oil. 2.6 Plant Security AVEC has a standard operating procedure that all valves on the tanks and pipes be kept closed and padlocked, except for one tank presently being drawn down for operations (only during actual transfer). There is no lighting of the tank farm. Lighting has been supplied to the area surrounding the generator building. eid Inspection and Maintenance Schedule A Inspections 1. Daily- As part of the Plant Operator's daily duties, a visual inspection will be made of the tank farm and associated piping and fittings. Page 5 Alaska Village Elec +> Cooperative SPILL PREVENTION CONTROL AND COUNTE RMEASURE PLAN 2. Regular- During each visit made to the facility by a Field Maintenance Instructor from the Anchorage Office, he or she will conduct a facility inspection in accordance with the latest inspection policy. 3. Annual- Conducted as part of the Utility Board Operation and Maintenance Incentive Program. Generally to be conducted shortly after winter breakup. 4. Prior to Fuel Transfer- A Declaration of Inspection (sample form attached, see Appendix D) shall be accomplished as set forth in detail in 33 CFR 156.120, and 46 CFR 35.35-30 prior to bulk fuel transfer. B. Maintenance Schedule Any deficiencies noted during the above inspections shall be reported immediately to the Operations and Maintenance Department for appropriate corrective action. Periodic maintenance shall be performed by the Field Maintenance Instructor during Regular inspections, or as required. 2.8 Oil Spill History of the Facility . Spill history information and records are maintained at the Anchorage Office. See Table 5 for Spill History Data Sheet 3.0 CONTINGENCY PLAN 3.1 Responsible Organization The person in charge of the facility (AVEC Plant Operator) or a person assigned by AVEC would take charge at the scene for cleanup (see Section 1.5 for phone contact number). Cleanup of spills caused by an improper manifold hookup or discharge from the barge would be managed by the tankerman-in-charge or other person designated by the barge company management (refer to barge SPCC). 3.2 Initial Actions INITIATE THE FOLLOWING RESPONSE SEQUENCE te Protect Life and Limb (eliminate hazards from fire, explosion, etc.) 2. Stop the Spill Source (shut off valves, plug drains, confine the spill to the smallest possible area [prevent oil from entering the water if at all possible]) 3. a Notify AVEC (see Section 1.5 for phone numbers) (use the fastest means of communication possible) b) Notify Agencies 4. Initiate Spill Containment and Cleanup Actions 5. Use this SPCC Plan for Further Instructions 3.3 Notification and Reporting Procedures WHAT TO REPORT TO AVEC: See Table 4 for Reporting Sequence 1. WAS ANYONE HURT? Is medical aid required? Is there a fire or safety hazard? Page 6 _ Alaska Village Eicctric Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN 2. WHEREIS THE SPILL? Exact location. Is water threatened? Is the oil moving? If 3. | WHATTIME DID IT HAPPEN? 4. WHAT WAS SPILLED? 5. | HOWMUCH WAS SPILLED? Your best estimate based on flow rate, time elapsed, tank capacity, etc. (IF NOT KNOWN, SAY SO - NO WILD GUESSES) 6. WHAT IS THE SOURCE? Fuel tank, fill-line, daytank, etc. Ts WEATHER CONDITIONS? Wind blowing (force and direction), snowing, temperature, etc. 8. WHAT ACTIONS HAVE YOU TAKEN? Has the spill been stopped—is the spill contained? 9. WHAT EQUIPMENT DO YOU NEED to control it and clean it up? Sorbents, pumps, hand tools, etc. 10. IS THERE ENVIRONMENTAL DAMAGE? JHE LAW — WHAT TO REPORT TO THE AGENCIES: Refer to Table 1 for additional information as to spill size which must be reported, the time period within which a verbal report must be made, agency phone numbers and the time period within which a written report must be filed. Alaska Department of Environmental Conservation 18 AAC 75.080 requires notification to the Alaska Department of Environmental Conservation of any spill on State lands or waterways. Be prepared to give the following information for both the required verbal and written reports: Date and time of discharge Location of discharge Person or persons causing or responsible for the discharge Type(s) and amount(s) of hazardous substances (s) discharged Cause(s) of discharge Environmental damage caused by the discharge Cleanup actions undertaken Location and method of disposal of the hazardous substance and contaminated cleanup materials, including date of disposal Actions being taken to prevent recurrence of the discharge Other information ADEC requires in order to fully assess the cause and impact of the discharge 3O @NOMRONS o: U.S. Coast Guard and Environmental Protection Agency 33 CFR 153.203 requires that all spills on any navigable U.S. coastal waterway from the mean high tide line to the 200- nautical mile limit be reported immediately to the U.S. Coast Guard. No written report is required. Follow the State format presented above for verbal reporting to the U.S. Coast Guard. 33 CFR 153.203 also requires that any spill in or threatening any inland waters be reported to the U.S. Environmental Protection Agency. Requirements for written reports are set forth in 40 CFR 112.4 as outlined below. For facilities requiring SPCC Plans, a written report must be filed when the facility has either one spill greater than 1,000 gallons or two spills in a 12-month period which cause a sheen. This report must include: 1. Name of the facility 2. Name(s) of the owner or operator of the facility 3. Location of the facility Page 7 Alaska Village Elec c Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN Date and year of initial facility operation Maximum storage or handling capacity of the facility and normal daily throughput Description of the facility, including maps, flow diagrams, and topographical maps A complete copy of the SPCC Plan with any amendments The cause(s) of such spill, including a failure analysis of system or subsystem in which the failure occurred The corrective actions and/or countermeasures taken, including an adequate description of equipment repairs and/or replacements 10. Additional preventive measures taken or contemplated to minimize the possibility of recurrence 11. Such other information as the Regional Administrator may reasonably require pertinent to the plan or spill event OO oor 3.4 Potential Spill Source and Volume Spills can occur at any point in the system. Refer to Table 2 for the most probable areas for spills to occur and maximum spill volumes. 3.5 Site Drainage . See Appendix A for location of secondary containment drainage valve. The dike area shall be inspected on a regular basis for excessive accumulation of rainwater or snow melt. Prior to draining any water from the dike area, a careful examination shall be made to make sure the water is not contaminated with fuel. If — contamination exists, it must be cleaned up prior to draining the water from the dike area. After the water has been drained (under responsible supervision), close the three-inch gate valve securely and lock it. Adequate records must be kept of such events. Each time the dike area is drained note the time and date on the Plant Operator Log. 3.6 Cleanup Procedures Note: Follow the Initial Actions presented in 3.2 and 3.3 before proceeding with the cleanup procedures. The process of cleaning up an oil spill is neither magical nor technical. Use common sense, stay calm. and stay safe. Your supervisor will direct your activities. The following are simplified cleanup techniques: 3.6.1 SUMMER CLEANUP TECHNIQUES This section describes the containment and recovery techniques which can be applied to spills occurring during the time of the year when temperatures are generally above freezing, and little or no snow or ice are present. Spills occurring strictly on land are addressed first, followed by those which may involve navigable waters. The close proximity of the facility components to navigable waters and the conditions of the soils would indicate that a spill of any significance could require both land-based and water- based activities. Rapid response to all land spills will help prevent oil from entering the navigable waters. Preventing oil from reaching the water is your highest priority - second only to safety! Page 8 . “ . Alaska Village Eiectric Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN A. SPILLS ON LAND 1OR-SPI Diesel fuel will remain fluid after being spilled at the temperaturés prevailing between May and October. Diesel fuel may become somewhat “jellied" at very cold air temperatures. Spills occurring from the tank farm will flow onto the surrounding shallow overburden of silty, organic topsoil.. These soils remain wet and muddy during most of the summer. The majority of spilled oil should remain on the surface of the wet, silty soils and standing puddles. Oil which does, however, flow onto drier, more permeable areas may migrate downwards until totally absorbed by the soil or until reaching the permafrost or water table. Once reaching the permafrost or water table, the fuel has a chance of slowly migrating through the fine grained ice rich soil. Oil from large spills or continuous small spills which does soak into the soil could eventually migrate to the shoreline and begin showing up as sheen along the shoreline. Fuel which is blocked from migrating by extremely ice rich soils or irregular permafrost will saturate the soil in the vicinity of the spill and begin showing up as pools on the surface. Oil which remains on the surface will quickly spread throughout connected puddles and ditches. Water does not have to be moving for the oil to spread. Any drainage ditches or the like could, therefore, introduce oil into the waterways. The tanks are supported by timber tank pads on silty soils. The terrain leading down to the waterway is vegetated by a lush growth of tall grass. Live plants will trap some of the oil while dead and dried vegetation will absorb significant quantities of oil. If only a light coating of oil is sprayed on the ground, the oil may coat only the foliage and not reach the vital root zone. In any case, damage to the plants will be detrimental. The vegetation is extremely important because it stabilizes the soils by its roots. All measures must be taken to preserve the vegetation, especially on the shoreline. Loss of vegetation would increase the rate of erosion. "2 CONTAINMENT TECHNIQUES-SPILLS ON LAND The purpose of containment is to prevent the oil from spreading and migrating through the soils towards navigable waters. The containment techniques in this section are designed for the present state of the facility. The primary goals of containment during summer spills at the facility are to: a. «Prevent the oil from reaching the waterways. b. Limit the ground area over which the oil spreads. c. Direct flow away from the edge of the beach and keep the spill confined to the tank yard. : d. Direct flow away from the areas of heaviest natural plant cover. Precautions must be taken to protect the tundra from the cleanup activities during periods when the surface soils are not frozen. Damage to the tundra plant roots can occur if the roots are broken or exposed to the air. The use of heavy equipment from the construction or containment of diversionary structures should be limited —at least well thought out. Page 9 Alaska Village Ele ic Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN Where possible, use existing gravel roads or the tank pads for access. Damage to plants or soils from heavy vehicles or excessive foot traffic can exceed the damage to the environment resulting from a light coating of oil. The following steps should be followed for containment: If the oil is not soaking immediately into the ground, use shovels to build a soil berm across the path of the oil and pond the oil. Shovel the soil from areas which are not covered by grass. Stop the oil from moving toward the beach. Barriers such as wood, metal plate and especially visqueen, laid in front of a soil barrier, are better than straight soil. Use these if you have them available. Dig a shallow pit in front of the oil and line it with visqueen. Dig shallow trenches leading to the pit and line them with visqueen. Stake or anchor the edges of the visqueen down (do not puncture the visqueen in the center of the pit or trenches). These visqueen lined pits and trenches will contain the oil until it can be recovered. Build a visqueen lined berm around a leaking tank or valve. Place as much visqueen as possible between the tank platform supports to catch and hold the leaking oil. Sorbents (especially sorbent boom) can be used for containment. Stake them down at the leading edge of the oil to avoid the sorbent being blown away by wind. Do not be afraid of directing water into the oil to saturate the ground and float the oil. This will prevent the oil from soaking into the ground. Do not direct water into the middle of the pool of oil - this would emulsify the oil. Instead, run water into the margins of the pool. Quickly assess the potential for oil entering navigable waters by way of drainage ditches or small channels. Block all drainage channels using dams or culvert blocks. Use visqueen liners wherever possible. 3._ RECOVERY AND CLEANUP TECHNIQUES-SPILL ON LAND a. Oil recovery must begin along with, or as soon as possible after containment is achieved so that the oil does not top over the containment area. Whenever the containment method has pooled spilled oil to considerable depth (about six inches) and large amounts of water are not mixed with the oil, direct pumping is the fastest method of oil removal. A small portable pump may be used to transfer the oil to an empty tank (make sure the tank is empty so as not to contaminate any other product), portable storage tanks, bladders or tight drums. Suction hoses must be of hard material to resist collapse when pumping. Always use a screen at the end of the suction line to prevent the pump from becoming fouled with dirt or rocks. Discharge hoses can be soft (even garden hose) because they operate at positive pressures. Quick connect fittings are better than screw fittings for both suction and discharge hoses. Keep a constant watch on all aspects of any pumping operation. Continually walk the lines to make sure that the hose connections are not leaking or have become disconnected. Watch the spots that the hoses enter or are connected to the tanks for leaks or disconnects. ‘Continue to watch all Page 10 . Alaska Village E.- tric Cooperative » SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN containers for overflows. If a container overflows, you will have another spill to contend with. c. Sorbent pads, rolls and booms are the most common material to soak up spilled oil. These would also be used to recover residual oil which is not recovered by pumping. These materials come in bundles of 50 or 100 pads, 150 foot long rolls or 40 foot sections of boom. They attract only oil and will not pick up water. Minor spills can be cleaned up using small sheets of sorbent to cover the spill area. Slightly overlap the sheets to cover the surface of the pool. Use sorbent rolls to cover the surface of large ponds. Rolls and pads can be used in any combination which does the job effectively and efficiently. Sorbents turn a yellowish color when saturated with diesel. Saturated sheets must be retrieved for reuse or disposal. A saturated pad which is not recovered could cause problems if blown off of the water. The more fresh sorbents you put down, the quicker you will finish the job. Sorbents can be reused. Sorbent wringer (or old washing machine clothes wringer) may be set up to squeeze collected oil from used sorbents. -Sorbents can be reused until they fall apart. Wringers are especially useful at remote locations where sorbent supplies are not readily available. d. Organic materials may also be used to soak up spilled oil; however, such materials can easily become saturated with water and lose their effectiveness. Hay, straw, sawdust, peat moss and mulching materials are the type of materials that may be available to pick up oil during a spill emergency. Make sure that whatever you attempt to use can float. Spread the organic materials over the spill area and mix them with the oil. The soaked material can be recovered with pitchforks and shovels for disposal. Do not let these soaked materials get away from you. . e. Removal of contaminated soil is an applicable cleanup technique only where thawing of permafrost would not result and significant amounts of tundra would not be removed. Small holes should be dug to check the depth of the saturated soils. Remove saturated soils only if you can tell that a significant amount of oil can be recovered. Roots and dead grass should be left in place to prevent thawing of the permafrost. f. In areas where extensive surface disturbance is not advisable, berming for containment and surface flooding with water may float oil free for recovery. The pump may be used to flood the area. Equipment should be operated from the berm (where one has been built) or tank pads to eliminate disturbing the surrounding area. As previously mentioned, water flooding techniques can be used in conjunction with lined sumps and trenches to prevent oil from penetrating into the soil. 4, DISPOSAL TECHNIQUES-SPILLS ON LAND NOTE: UNDER NO CIRCUMSTANCES IS ANY BURNING TO TAKE PLACE WITHOUT A FIELD MAINTENANCE INSTRUCTOR OR OTHER REPRESENTATION OF AVEC ON SITE! There are no disposal facilities for plant effluent. The following are suggestions for disposal by burning: Page 11 Alaska Village Ele ic Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN a. You will need a permit from the Department of Environmental Conservation to burn oil or anything which is contaminated by spilled oil. You need the permit before you burn. You can receive this permission over the phone by calling the ADEC phone number listed in Table 1. b. After receiving permission, make sure that your materials to burn (in a pit or barrels) are well away from the facility and any source of combustible fumes. c. Remember, sorbents burn very hot (about 1800 degrees F). Burning sorbents can easily burn out the bottom of a barrel. Make sure that your barrel does not leak during the burn. Burning sorbents are similar to napalm if they get on your skin. Keep clear of the burn! d. Burning sorbents and oiled material in a pit may require more than one burn to be effective. Rake the material in the bottom of the pit and re-burn it to make sure that all of the oil is burned. B. SPILLS ON WATER Any oil spill which reaches open water would be difficult to contain and clean up. This section, therefore, concentrates upon spill cleanup along the shoreline. Oil can enter the water in one of three ways: through the sediment, by way of surface drainage, and direct break in the pipeline. A break in the connection at the barge manifold is the responsibility of the fuel supplier (you may be asked to help in the cleanup if this is the case). -BEH y Fuel migrating into the water will be visible as an oil sheen. This sheen may be yellowish, multicolored or silver in color depending upon the thickness of oil present. The oil will accumulate and be most visible where currents are slowed down, such as against the shore and anywhere a back eddy exists. These are, therefore, the best spots to trap and contain the oil. Under the combined influence of gravity, water motion, and wind, oil spilled on water can spread more readily than on land. The oil will spread to a thinner and thinner sheen as it moves downstream. The oil will also evaporate - as much as 20% or 40% in the first eight hours after the spill. These factors do not mean that the oil will disappear and cleanup not required. They only point toward the fact that cleanup will be much more difficult and costly. It's much more effective to clean up oil 1/4" thick on the surface of the water (yellowish color) than in sheens of 1/10,000" (multicolored to silvery color). The object, then, is to contain the oil in as thick a sheen as possible - do not allow it to spread. 2. SUMMER-CONTAINMENT TECHNIQUES-SPILLS ON WATER Containment of oil along the shoreline will be difficult in calm weather and nearly impossible with rough weather. Oil could be contained along the shoreline in calm weather using sorbent boom. Inflatable or log type boom would be supplied by a spill contractor if the situation required that level of response support. The following are suggested containment approaches: a. Sorbent boom can be used in two ways: parallel with the shore (against the shoreline); and at an angle (a "V" with the shore), with one end of the boom Page 12 _ Alaska Village El ‘ric Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN anchored to the shoreline and an opening toward the current. Oil moving along shore would move into the boom opening and be sorbed up by the sorbent material of which the boom is made. Several sorbent booms in sequence may be deployed in this fashion. Oil leaking past the first sorbent boom can be picked up by the second boom and so on. Sorbent pads can be placed at the constriction of the "V" to help collect oil. b. Construct a "sorbent fence” near shore using wooden or metal stakes, chicken wire and sorbents. Place the stakes about 6" apart in a row extending from the shoreline out to water of a workable depth. Bend a section of chicken wire (length of the row of stakes) in half and place the chicken wire, bent-side down, in between the 6" spaced stakes. Fill the chicken wire “basket” with sorbents. Place the sorbent fences at natural collection points such as bends and eddys. Use sorbent pads to help collect oil. c. Oil which accumulates along the banks can soak into the soil and then continue to leach out as a light sheen for a long period of time. You can protect the shoreline (especially at natural collection spots) by staking down sections of sorbent rolls or pads. Oil accumulating against the shoreline will then be sorbed up. /f applicable, be sure to account for tidal flux when staking the sorbents. 3,_SUMMER-RECOVERY AND CLEANUP TECHNIQUES-SPILLS ON WATER Skimmers and similar equipment would probably be deployed by a spill contractor. Your main task would be to keep the oil close to the shoreline where you can use sorbent pads and rolls of sorbents. As mentioned above, pads can be used at the collection points along the shoreline. Oil will accumulate and be sorbed up if the booms and fences are acting correctly. Shifting winds can complicate recovery by moving oil away from sorbents. Always direct your recovery strategy to accommodate the prevalent wind direction. Wind is also a problem when using sorbents in an open area, especially a beach. Wind blown contaminated sorbents do nothing but spread the spill. Staking the sorbents to the beach are the best way around this problem. Refer to the disposal techniques for spills on land. One advantage to working on a beach is that you can locate and build a visqueen lined disposal (burn) pit in close proximity to your operation. Once again, make sure that burning (after the permit is obtained) will not endanger the facility operation. 3.6.2 WINTER CLEANUP TECHNIQUES Most of the oil spill containment, recovery, and cleanup methods discussed for spills occurring during summer are not applicable to spills occurring during the harsh winter. Winter conditions allow spill control personnel to utilize additional techniques which, in some cases, are more effective than those used in summer. Such winter spill control techniques, in general, depend upon the sorbent properties of snow and the ability of ice and frozen ground to prevent spilled oil from penetrating the soil. Safety of personnel is of ultimate concern during a winter spill response. Page 13 Alaska Village Ele_..ic Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN A. WINTER-SPILLS ON LAND 1._WINTER-BEHAVIOR Under winter conditions, oil will not spread as far as in summer and may even jell at the cold leading edge of a spill. ‘In addition, snow will absorb significant quantities of oil at points where the snow surface is penetrated by the spilled oil. This factor makes the presence of snow a friendly factor during a spill. Snow can hold a volume of oil equal to 60% of the volume of snow. Diesel fuel will penetrate snow to a significant extent. Oil could, therefore, make contact with the soil where the snow layer is thin. Once oil has reached ground or ice, it tends to follow elevation gradients and pool in depressions under the snow. A layer of snow on top of the soil could also insulate the soil from cold air temperatures and keep it from freezing. Whatever oil penetrates the snow and reaches unfrozen ground may enter the soil and migrate. ! c ! T Winter spills on bare frozen ground, snow or ice may be contained by several methods, among which are snow berms and barriers of plastic or other materials. After the extent of the contaminated area has been determined by digging test holes or probing, berms or barriers can be constructed around the downslope or downstream edge of the spill. I x le of contal t during wi il he facili : a. Prevent the oil from reaching the shore ice. b. ‘Limit the amount of snow which the oil contaminates. c. Prevent the oil from penetrating unfrozen soils. d. Avoid losing the spilled oil in drifting snow. The followi . for wi i a. Snow berms are your best defense against a spill getting away from you. Snow berms are constructed by pushing up a continuous mound of snow around the leading edge of the spill. The snow can be placed with hand tools or heavy equipment. Compact the snow to eliminate voids and increase the strength of the berm. Spray the inner face of the structure with water to create an icy layer which will resist the passage of oil into the snow and help to pool the oil for recovery. The addition of water onto the snow may also improve the compaction characteristics of the snow as the berm is being constructed. b. Plastic sheeting is good for use as a barrier to contain spills on frozen ground or ice where snow is not readily available (i.e., blown clean). Expose the ice or frozen ground surface (make sure that the ground is frozen) at the leading edge or perimeter of a spill. Freeze the plastic sheet to the ice surface with an application of water. Support the remainder of the plastic sheet in an upright position by snow or stakes frozen into the ice at the edge of the spill. This will create an impermeable barrier to the advancing oil. ~ Other materials, such as ordinary containment boom or plywood, could also be used to construct a barrier by freezing them into the ice surface. Care must be Page 14 « * Alaska Village Electric Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN exercised not to overload the ice so as not to crack it. Cracks in the ice will allow the oil to flow into water or soils underneath it. 3. WINTER-RECOVERY AND CLEANUP TECHNIQUES As previously mentioned, snow is a friendly material during a spill. Use it to your advantage! a. Assess your situation as soon as the spill has been contained. Use shovels or heavy equipment to mix snow from outside the berm with the pooled oil (do not destroy the berms). When oil is mixed with an equal amount of snow, the mixture will be wet and slushy. However, if large volumes of snow are used, the oil/snow mixture will be drier and easier to handle. Such mixtures are best recovered by the use of shovels or heavy equipment. Place the mixture in bags, tight barrels or dump trucks depending on the quantity of contaminated snow. Place small containers, such as barrels, filled with contaminated snow in a warm area for melting. After melting, the oil and water will separate in two distinct layers. Use sorbents to collect the oil from the top of the container. Place the contaminated sorbents in tight barrels or double-lined garbage bags for disposal. If warm storage is not available, keep the barrels in a secure, covered place for melting during the summer. In the case of a large spill, you can dump the contaminated snow into Visqueen lined pits or ponds for melting during the summer. Be careful that the liners are sound and the ponds well marked. Get permission from the agencies before selecting this option. Do not attempt to use sorbents to remove oil from lightly saturated snow - it does not work very well. The sorbents work best on very saturated snow or pooled oil. Snow will hold the oil and release very little of it to the sorbent pad. Also, be very aware of the location of any sorbents which you put out./ Both the sorbent and snow are white, making the sorbents easy to lose in shifting snow. Pumping is a potential winter recovery and cleanup technique for large pools of oil that are not too viscous. Such pools form in natural depressions on frozen ground, ice or over the top of super-saturated snow. Pooled oil is collected using a portable pump with lines connected to a tank or bladder. The oil can then be transported to larger tanks for storage until final disposal can be arranged. Skimming devices may also be utilized to remove oil from the surface of large pools of oil (see contractors). Skimmers such as the rope mop could be used to remove oil spread out over the surface of the ice. This technique would be especially useful where overflow water is present on the ice surface. Skimmers could also be used to collect oil from the surface of melt ponds that have been filled with oil/snow mixtures in the winter and left to a summer melt. Large amounts of the oil/snow mixture can be placed in snow melters at the time of the spill for rapid recovery of the spilled oil. Sorbent pa are best for recovery from fabricated snow melters. Page 15 Alaska Village Ele_..ic Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN 4, WINTER-DISPOSAL TECHNIQUES a UNDER NO CIRCUMSTANCES IS ANY BURNING TO TAKE PLACE WITHOUT A FIELD MAINTENANCE INSTRUCTOR OR OTHER REPRESENTATION OF AVEC ON SITE! Oil pooled on the ice or in highly saturated snow may sometimes be burned in place if the oil is away from the facility and it is safe to burn. Be sure that you have obtained: 1) permission from the AVEC management, and 2) a burning permit ‘from the Alaska Department of Environmental Conservation, before any burning occurs. 3.7 Cleanup Equipment __- Refer to Table 3 for a list of cleanup equipment and location. Additional equipment and materials, including portable pumps, hoses, sorbent, hand tools, etc., are stored in multiple kits at AVEC's Headquarters Building in Anchorage. This equipment is available for immediate deployment either by air charter or commercial carrier, or as required. In addition, AVEC villages in your area (see Appendix C for Area Map), as well as schools and other major facilities, should be contacted for additional cleanup materials and equipment. 3.8 Cleanup Contractor A complete list of available cleanup contractors will be maintained at AVEC's Headquarters Building in Anchorage. Refer to Section 1.5 for telephone numbers. 3.9 Training 1. As part of the Plant Operator Training Program, individuals will be instructed on how to properly transfer and receive diesel fuel. Emphasis will be placed on the inherent dangers of petroleum products and how to protect against unnecessary exposure to these dangers. Also included in this program will be: a. Procedures and timetables for conducting periodic tank farm inspections (including dike inspection and drainage). b. Procedures and timetables for conducting periodic fill-line inspections. c. Instructions on how to use cleanup materials. d. How and when to report spills, and individual reporting responsibilities. 2. Full time traveling personnel employed by AVEC will be trained in accordance with the latest techniques for spill prevention and spill cleanup. In addition, staff will receive training associated with fire fighting methods that would be employed in extinguishing a related fire. 3. VCR cassette tapes, developed by AVEC and other organizations and agencies, will be used as training aids for all areas associated with fuel handling. Training tapes will be updated as new and/or better procedures become available. Page 16 uM . Alaska Village Electric Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN Table 1 nci econ ed in the event of a fuel spill AGENCY SPILL VERBAL PHONE WRITTEN SIZE REPORT NUMBER REPORT U.S. Coast Guard | Any size on or Immediately 800-478-5555 or Not Required threatening (907) 271-5137 navigable water days U.S. Environmental | Any size on land Immediately 1-800-424-8802 or | For facilities Protection Agency | but threatening or (907) 271-5083 requiring SPCC. on surface waters (days) Plan if spill is 1000 or more gal. or if second spill over 12 months Alaska Dept. of Waters Immediately 800-478-9300 or Within 15 days of Environmental >55 gal. or 1000 (907) 563-6529 end of cleanup Conservation sq. ft. (Anchorage) Alaska Dept. of Waters 7 days See Above Within 15 days of Environmental >.05 gal. or 100 sq. end of cleanup Conservation ft. : Alaska Dept. of Waters 24 hours See Above ’ | Within 15 days of Environmental All other water end of cleanup Conservation spills Alaska Dept. of Land See Above Within 15 days of Environmental >55 gal. end of cleanup Conservation Alaska Dept. of Land See Above Within 15 days of Environmental 10 to 55 gal. end of cleanup Conservation Alaska Dept. of Land 7 days See Above Within 15 days of Environmental <10 gal. : end of cleanup Conservation Alaska Dept. of All hazardous Immediately See Above Within 15 days of Environmental substance spills end of cleanup Conservation Page 17 Alaska Village Elevuw.:c Cooperative SPILL PREVENTION CONTROL AND COUNTE RMEASURE PLAN Table_2 Potential Spill Sources Old Harbor Storage Tanks Total Maximum Spill Rate of Flow (GPM) _ (Gallons Cracks at welds or rupture of | TotalStorage Capacity N/A valves or nipples. 40,800 0 NT Rupture PIPING About 10 for each 25 foot of 3" N/A Rupture In fill-line Rupture Page 18 . _ Alaska Village Ele c Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN Table 3 leanup Equipmen A [1 [SORBENT [area ype rete [rate [AVEC Pan Pai reece space [ataes [AVEC Pan [2 [oon [Repnercomacibo x 127 [sto Toot [Soo Nae TW | [3 [PEASTIC SHEETING: [in vaqvoon 20x 100) [rele [AVEC STORAGE 55-gallon drums 50 each See Note 2 below CONTAINERS: | Pee aa aoe HANDTOOLS shovels, long handle (pointed) shovels, long handle (square) wire cutters «2.8.5 | PROTECTIVE GEAR: | disposable clothing (pants & jacket) AVEC Plant AVEC Plant AVEC Plant AVEC Plant AVEC Plant AVEC Anchorage AVEC Plant AVEC Plant AVEC Plant AVEC Anchorage AVEC Anchorage AVEC Anchorage 3 each 3 each 2 each 2 each gloves goggles MISCELLANEOUS wire (1” X 6’ X 75’ per roll) twine, Nylon (600’ per roll) stakes, 3' long (wood or metal) (100 each first aid kit 2 bundles 1 kit AVEC Plant The equipment listed above is for the immediate control and/or cleanup of small spills. Larger spills would be managed by AVEC in Anchorage, including the deployment of additional equipment and personnel. The use of spill cleanup contractors would be employed for spills beyond the immediate capabilities of AVEC. Note 1: Boom and skimmers are carried aboard the fuel delivery vessel. Deployment of boom would be accomplished with the use of local boats. ° Note 2: Drums are available throughout the community as the result of several years of motor oil deliveries. These drums would be used to store collected oil. Page 19 Alaska Village Electr... Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN Table 4 ill Reportin en Person Detectin ill Receptionist or General Manager Answering Service Operations and Work Control/ Maintenance Manager Construction Manager Engineering psa se Manager fa AVEC Response F Team : inna Logistics Manager Water Spill Land Spill Sale, oF pg [|e ADEC : If needed, j clean up Contractor U.S.C.G : Page 20 , ‘ Alaska Village Electric Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN Table 5 il Hi D: h There is no evidence or record of spills. Page 21 Alaska Villag Electric Cooperatiy SPILL PREVENTION CONTROL AND COUNTER MEASURE PLAN Appendix A Facility Tank Farm Drawing Nearest Navigable Waters FEATHER DIKE INTO SLOPE LINER INSTALLED UP INTO DITCH ABOVE TANK FARM GRADE. EARTHEN DIKE COVERED WITH CPER LINER & SAND BAGS 1-1/2” bay ani FILL UNE Legend @ ZF Ball Valve @ 1-1/4 Ball Valve ba 3 Gate Valve G 3 SS Flex Connector > Reducer / Plug X 3 Check Valve OLD HARBOR Note: This drawing is not to scale Paae 22 o _ Alaska Village Elec...c Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN A ndix B Tank Farm In ionR r Village: Date: Item Inspected Leaks? (valves, flanges, fitting, tank walls, etc.) Tanks or fuel lines need leveling? Remarks Tank #: Location/tank#: : Location: Any valves inoperative or damaged? p Any damaged SS flex connections? cation: Water drain valves inoperative? Location: Vent caps missing? + ank #/Size of cap: NI External condition of tanks? oO omments: © a Is impermeable barrier torn or ripped Location: anywhere? Has the tank farm diked area been drained? Is dike in good condition? ; Is manifold grounded properly? Ea Is condition of shoring and support If not, Location: timbers under tanks satisfactory? |, (print name) certify that all items checked have been inspected in accordance with AVEC Engineering specifications. Comments: Comments: Comments: Signature Additional Comments: Page 23 “Alaska Villag - Electric Cooperativ- SPILL PREVENTION CONTROL AND COUNTER Mu sURE PLAN - Use the map at the right to help identify locations in your area where it may be possible to borrow or purchase additional cleanup equipment and materials. Appendix C Area Map UPPER KALSKAG ¢ 7” Bethel _- EEK QUINHAGAK NEW STUYAHOK GOODNEWS BAY. Bl TOGIAK Dillingham In addition to AVEC Plants, check with schools, stores, government agencies, municipalities, and any other source that may be able to assist. OLD HARBOR Page 24 w . Alaska Village Eleciuiu Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN ow ration of In ion Pri Bulk Car transfer Date Time Receiving Unit (Name and Address) .Delivering Unit (Name and Address) The following list refers to requirements set forth in detail in 33 CFR 156.120, 156.150, and 46 CFR 35.35-30. The spaces adjacent to items on the list are provided to indicate that the detailed requirement has been met. Retain on file for one month from date of completion. DELIVERER RECEIVER Safe smoking spaces. (35.35—GO).........sssscsccssscsssssssssessssesesceceseseescerseeecers Repair work authorization. (35.35—30) Boiler and galley fires safety. (35.35—30).... Fires or open flames. (35.35—30) Warning signs and red warning signals. (35.35—30) Vessels moorings. 156.120 (a)... Hoses and loading arms, length and support. 156.120 (b)(c).. Transfer system alignment. 156.120 (d)........ssssssssssesesereceseseee Transfer system; used components. 156.120 (e)........ Unused hoses and loading arms blanked. 156.120 (f).. Transfer system; fixed piping. 156.120 (g). ‘ Overboard discharges/sea suction valves. 156.120 (h) Transfer hose condition. 156.120 (i). Hose and loading arm; test markings. 156.120 (j) Connections; gaskets, bolts. 156.120 (k). Monitoring devices (where required). 156.120 (I).. Discharge containment system. 156.120 (m)(n). Scuppers and drains. 156.120 (0). Connections and glands tight. 156.120 (p).. Communications; established and operable. 156.120 (q) .. Emergency shutdown. 156.120 (r). Person in charge. 156.120 (s)(t).... Sufficient personnel. 156.120 (U).......ssseccscesescessesssseesseseecers Language to be used -156.120 (v).. Interpreter (if any) . 25. Lighting (sunset to sunrise). 156.120 (y)(z). 26. Agreement to begin transfer. 156.120 (x)... 27. Transfer conference. 156.120 (w). Product Name PNAARON = ma 9. =< = ae an ck AP oOpV oy 2 NN Ne ae VM) 2960" SEN n Ly no te [ea ee Person in Charge of Receiving Unit Time and Date Person in Charge of Delivering Unit Time and Date [a | Se | ess Page 25 Alaska Village Elect Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN + Appendix E §156.120 Requirements for Oil Transfer No person may conduct an oil transfer operation unless — (a) (b) (c) (d) (e) () (g) (h) (i) @) (k) (I) the vessel's moorings are strong enough to hold during all expected conditions of surge, current, and weather; and are long enough to allow adjustment for changes in draft, drift, and tide during the transfer operation; oil transfer hoses and loading arms are long enough to allow the vessel to move to the limits of its moorings without placing strain on the hose, loading arm, or oil transfer piping system; each hose is supported to prevent kinking or other damage to the hose and strain on its couplings; each part of the oil transfer system is aligned to allow the flow of oil; each part of the oil transfer system not necessary for the transfer operation is securely blanked or shut off; the end of each hose and loading arm that is not connected for the transfer of oil is blanked off using the closure devices required in 154.120 and §§155.805 of this chapter. the transfer system is attached to a fixed connection on the vessel and the facility, except that when a vessel is receiving fuel, an automatic back pressure shutoff nozzle may be used; each overboard discharge or sea suction valve that is connected to the vessel's oil transfer or cargo tank system is sealed or lashed in the closed position except when used to receive or discharge ballast in compliance with 33 CFE 157; each oil transfer hose has no unrepaired loose covers, kinks, bulges, soft spots, or any other defect which would permit the discharge of oil through the hose material; and no gouges, cuts, or slashes that penetrate the first layer of hose reinforcement (“reinforcement” means the strength members of the hose consisting of fabric, cord and/or metal); each hose or loading arm in use meets §§ 154.500 and 154.510 of this chapter, respectively; each connection meets § 156.130; any monitoring devices required by § 154.525 of this chapter are installed and operating properly; (m) the discharge containment equipment required by § 154.545 of this chapter is readily accessible or deployed as (n) (0) (p) (q) () (s) (t) (u) (v) (w) applicable; the discharge containment required by §§ 154.530, 155.310, and 155.320 of this chapter, as applicable, is in place and periodically drained to provide the required capacity; each drain and scupper is closed by the mechanical means required by § 155.310; : all connections in the oil transfer system are leak free except that a component in an oil transfer system, such as the packing glands of a pump, may leak at a rate that does not exceed the capacity of the discharge containment provided during the transfer operation; the communications required by §§ 154.560 and 155.785 of this chapter are operable for the transfer operation; the emergency means of shutdown required by §§ 154.550 and 155.780 of this chapter, as applicable, is in position and operable; there is a person in charge on the transferring vessel or facility and the receiving vessel or facility except as otherwise authorized under § 156.115; each person in charge required by paragraph (s) of this section— (1) is at the site of the oil transfer operation and immediately available to the oil transfer personnel; (2) aa in his or her possession a copy of the facility operations manual or vessel oil transfer procedures, as appropriate; an (3) conducts the transfer operation in accordance with the facility operations manual or vessel oil transfer procedures, as appropriate; the personnel required, under the facility operations manual and the vessel oil transfer procedures, to conduct the oil transfer operations— (1) are on duty; and (2) conduct the transfer operation in accordance with the facility operations manual or vessel oil transfer procedures, as appropriate; at least one person is at the site of the oil transfer operation who fluently speaks the language or languages spoken by both persons in charge; the person in charge of oil transfer operations on the transferring vessel or facility, and the person in charge of oil transfer operations on the receiving vessel or facility, have held a conference to ensure that each person in charge understands the following details of the transfer operation— (1) the identity of the product to be transferred; (2) the sequence of transfer operations; (3) __ the transfer rate; (4) the name or title and location of each person participating in the transfer operation; (5) details of the transferring and receiving systems; (6) critical stages of the transfer operation; (7) federal, state, and local rules that apply to the transfer of oil; (8) | emergency procedures; (9) discharge containment procedures; (10) discharge reporting procedures; (11) watch or shift arrangement; Page 26 “o Alaska Village Elec. +: Cooperative + © SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN (12) transfer shutdown procedures; (x) the person in charge of oil transfer operations on the transferring vessel or facility, and the person in charge of oil transfer operations on the receiving vessel or facility, agree to begin the transfer operation; (y) between sunset and sunrise, the lighting required by §§ 154.570 and 155.790 of this chapter is provided; and (z) for transfer operations between tank barges from sunset to sunrise, lighting is provided as described in § 155.790 of this chapter. §156.150 Declaration of Inspection (a) No person may transfer oil to or from a vessel unless each person in charge, designated under §§ 154.710 and 155.700 of this chapter, has filled out and signed the declaration of inspection form described in paragraph (c) of this section. (b) No person in charge may sign the declaration of inspection unless he or she has determined by inspection, and indicated by initialing in the appropriate space on the declaration of inspection form, that the facility or vessel, as appropriate, meet 156.120. (c) She declaration of inspection may be in any form but must contain at least— (1) the name or other identification of the transferring vessel or facility and the receiving vessel or facility; (2) the address of the facility or location of the transfer operation if not a facility; (3) the date the transfer operation is started; (4) a list of the requirements in § 156.120 with spaces on the form following each requirement for the person in charge of the vessel or facility to indicate by initialing that the requirement is met for the transfer operation; and (5) apace for the date, time of signing, signature, and title of each person in charge during oil transfer operations on the transferring vessel or facility; and space for the date, time of signing, signature, and title of each person in charge during oil transfer operations on the receiving facility or vessel. . (d) The form for the declaration of inspection may incorporate the declaration of inspection requirements under 46 CFR 35.3530. (e) The vessel and facility persons in charge shall each have a signed copy of the declaration of inspection available for inspection by the COTP during the oil transfer operation. (f) The operators of each vessel and facility engaged in an oil transfer operation shall retain a signed copy of the declaration of inspection on board the vessel or at the facility for at least 1 month from the date of signature. How! formati nly: § 35.35-30 “Declaration of Inspection” for tankships—T/ALL. After completing the inspection required by § 35.35+20 and prior to giving his approval to start the cargo transfer operation, the master or senior deck officer on duty shall fill in the following Declaration of Inspection in duplicate. The original of the Declaration of Inspection shall be kept aboard for the information of authorized persons. The duplicate, where required, shall be handed to the terminal superintendent or his representative, who shall on demand be give the opportunity to satisfy himself that the condition of the vessel is as stated in the Declaration of Inspection. Declaration of Inspection Prior to Bulk Cargo Transfer Ss Port of ( , being the master or senior deck officer in charge of the transfer of bulk flammable and combustible cargo about to be undertaken, do certify that | have personally inspected this vessel with reference to the following requirements set forth in § 35.35+20, and that opposite each of them | have indicated that the regulations have been complied with. . (1) Are warnings displayed as required? (2) Is there any repair work in way of cargo spaces being carried on for which permission has not been given? (3) | Have cargo connections been properly made and are cargo valves properly set? (4) Have all cargo connections for loading Grades A, B, and C cargoes been made to vessel's pipeline? (5) Are there any fires or open flames present on the deck or in any compartment which is located on facing, open and adjacent to the main deck of the vessels on which the cargo connections have been made? (6) Has the shore terminal or other tank vessel concerned reported itself in readiness for transfer of cargo? (7) | Are sea valves connected to the cargo system closed? (8) If Grades A, B, and C cargoes are to be loaded and boiler fires are lighted, has an inspection been made to determine that they may be operating with reasonable safety? (9) If Grades A, B, and C cargoes are to be loaded and galley fires are lighted, has an inspection been made to determine that they may be operating with reasonable safety? (10) If Grades A, B, and C cargoes are to be loaded, has an inspection been made to determine whether smoking is to be permitted? (11) If smoking is to be permitted, have spaces been designated for this purpose? Page 27 Alaska Village Elect SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN Sooperative Appendix G Pr Tr sf tr his Facili Diesel Fuel No. 1 HARMFUL OR FATAL IF SWALLOWED PROLONGED OR REPEATED CONTACT WITH SKIN CAN BE DANGER! HARMFUL MAY CAUSE SKIN IRRI COMBUSTIBLE KEEP OUT OF REACH TYPICAL COMPOSITION Petroleum mid-distillate (CAS 8008-20-6) 100% EXPOSURE STANDARD TATION OF CHILDREN No Federal OSHA exposure standard or ACGIH TLV has been established for this material. PHYSIOLOGICAL & HEALTH EFFECTS Ey Expected to cause no more than minor eye irritation. Sk May cause skin irritation. Application of similar materials onto the skin of rabbits produced moderate to severe skin irritation. Prolonged or repeated skin contact may be harmful. See - Additional Health Data. Inhal Prolonged breathing of the vapor can cause central nervous system effects. See Additional Health Data. EMERGENCY & FIRST AID PROCEDURES es : Flush eyes immediately with fresh water for at least 15 minutes while holding the eyelids open. If irritation persists, see a doctor. in Remove contaminated clothing. Wash skin thoroughly with soap and water. See a doctor if irritation occurs. Launder contaminated clothing. ation If there are signs or symptoms due to breathing this material as described in this MSDS, move the person to fresh air. If any of these effects continue, see a doctor. Ingestion Not expected to have acute systemic toxicity by ingestion. Note to Physician: Ingestion of this product or subsequent vomiting can result in aspiration of light hydrocarbon liquid which can cause pneumonitis. SPECIAL PROTECTIVE INFORMATION Eye Protection: Do not get in eyes. Eye cont goggles. Skin P ; impervious protective clothing including gloves. Respiratory Protection: This material may be adequate, the use of an approved respirator is re Ventilation: Use this material only in well ventilat If swallowed, give water or milk to drink and telephone for medical advice. DO NOT make person vomit unless directed to do so by medical personnel. If medical advice cannot be obtained, then take the person and product container to the nearest medical emergency treatment center or hospital. act can be avoided by wearing chemical safety : Avoid contact with skin or clothing. Skin contact can be minimized by wearing an inhalation hazard and, unless ventilation is commended. ed areas. Page 28 & . Alaska Village Eleciuic Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN Comment: If you experience any of the signs or symptoms described in this MSDS, you may be exposed to harmful levels of this product. Your exposure can be minimized if you follow the protective measures presented above. FIRE PROTECTION Liquid evaporates and forms vapor (fumes) which can catch fire and burn with explosive violence. Invisible vapor spreads easily and can be set on fire by many sources such as pilot lights, welding equipment, and electrical motors and switches. Fire hazard is greater as liquid temperature rises above 85 degrees F. Flash Point: (TCC) 100 degrees F (38 degrees C (min. } Autoignition Temp.: NDA Flammability Limits: NDA Extinguishing Media: CO2, Dry Chemical, Foam, Water Fog Special Fire Fighting Procedures: For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment. This may include self-contained breathing apparatus to protect against the hazardous effects of normal products of combusion or oxygen deficiency. Read the entire MSDS. REACTIVITY DATA Stability (Thermal, Light, etc.): Stable. Incompatibility (Materials to Avoid): May react with strong oxidizing materials. Hazardous Decomposition Products: Normal combustion forms carbon dioxide and water vapor; incomplete combustion can produce carbon monoxide. Hazardous Polymerization: Will not occur. PHYSICAL PROPERTIES Solubility: Insoluble in water; miscible with hydrocarbons. Appearance (Color, Odor, etc.): Pale yellow liquid. Boiling Point: 215-288 degrees C (Range) Melting Point: a Specific Gravity: 0.85 @ 15.6/15.6 degrees C (Min. ) Vapor Pressure: NDA Vapor Density (Air = 1): NDA Percent Volatile (Volume %): NDA Evaporation: NDA Viscosity: 1.3 cSt @ 40 degrees C (Min.) Va = Not Applicable NDA = No Data Available ADDITIONAL HEALTH DATA Signs and symptoms of central nervous system effects may include one or more of the following: headache, dizziness, loss of appetite, weakness and loss of coordination. Affected persons usually experience complete recovery when removed from the exposure area. This product contains a petroleum mid-distillate. Toxicology data from studies on similar hydrocarbon mid-distillates indicate that lifetime application to the skin of mice resulted in a low- level skin carcinogenicity response characterized by low tumor incidence and long latency. Other similar materials caused gene mutations in the Mouse Lymphoma Assay and in the Rat Bone Marrow Assay. Page 29 Alaska Village Elect... Cooperative SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN READ AND OBSERVE ALL PRECAUTIONS ON PRODUCT LABEL. Contains Petroleum Distillate. DO NOT USE OR STORE near flame, sparks or hot surfaces. USE ONLY IN WELL VENTILATED AREA. Keep container closed. DO NOT weld, heat or drill container. Replace cap or bung. Emptied container still contains hazardous or explosive vapor or liquid. CAUTION! Do not use pressure to empty drum or tank or explosion may result. WARNING! Not for use as portable heater or appliance fuel. Toxic fumes may accumulate and cause death. _ Page 30 $e February 21, 1991 Description of W.O. 11G020--Install Bulk Fuel Tank OLD HARBOR This work order contains the following construction job ttasks: Estimated Actual (AVEC (Village personnel) labor) 0.5 md 1. Review w.o. with engineering. 2.0 md 2. Travel to field and return. 0.5 md 1.0 md 3. Inventory and organize material. 3.0 md 12.0 ma 4. Improve area for new tanks, dike construction. 0.5 md 2.0 md 5. Install CPER liner. Z anmuem 1.0 md 8.0 md Gr 2"Afill over liner. 0.2 md 2.0 md 7. Install 3" tank farm drain, pipe boot. 1.0 md 8.0 mda 8. Fill and lay sand bags. 0.3 md 1.0 md 9. Lay timber. 1.0 md 8.0 md 10. Move tanks into position. 0.5 md 2.0 md 11. Reconstruct portion of dike. 4.0 md 4.0 md 12. Install 3" piping to new tanks. 1.0 md 2.0 md 13. Plumb 1-1/2" daytank fill line. 2.0 md 4.0 md 14. Lay 3" fill line from road side. 1.0 md 2.0 md 15. Install Coast Guard and ADEC signs. 1.0 md 1.0 md 16. Conduit and wire to solenoid valve. 1.0 md 17. Pressure test. 2.0 md 4.0 mad 18. Prepare, prime and paint bare metal. .- 0.5 md 2.0 md 19. Clean-up, as-build. 23.0 md 63.0 md TOTAL CONSTRUCTION TIME AVEC Village 11.0 md Engineering time required W.O. 11G020--Install Bulk Fuel Tank OLD HARBOR 1. Read the contents of the field folder and review the work order package, prints and material with Engineering before leaving the Anchorage office for the field. 2. Inventory material in the field and notify the office of any missing or additional material required as soon as possible. Verify all given dimensions in the field prior to the start of work. 3. The Old Harbor Plant Site print 1-11-0000 shows the location of the new diked tank farm. The diked area will be parallel to the base of the steep slope behind the Atco generator building. Position the dike so that the corner of tank #2 will be 30' away from the lot line as shown. 4. Make the area for the new tank farm level using available fill (gravel covered with 3" of sandy soil would be best). 5. The new dike shall be built according to the details on print 1-11-1021. The inside dimensions, measured at the base of the dike shall be 26 feet wide by 72 feet long. The top of the dike fill material, not including the sand bags shall be 18 inches above the liner cover material (or about 21" before the Geo-fabric and liner are liad. Feather the new dike into the steep slope as noted. Build up the slope behind the tank farm as shown in the Slope Detail so that a drainage ditch is formed which is highest at the center allowing water runoff to drain around to the sides of the dike. 6. Install 3" pipe and the tank farm drain valve at the lowest point in the tank farm according to the detail. The valve is flanged so weld on a 3" flange to the end of the drain pipe. Use a gasket between mating flanges. Lock the valve. Later, install the CPER liner pipe boot on the inside of the dike around the pipe and seal it to the dike liner. 7. Lay the Geo-Fabric material over the entire diked area and up to _ the top of the dike as shown in the detail. 8. Install the CPER liner to cover the entire tank farm area and up to the top of the dike. Insure that the liner is properly spliced at any seams which may be required according to the splicing instructions included with this work order. Note that the liner should be buried 12" into the drainage ditch as shown on the slope detail. 9. Cover the liner with at least 2" of non-abrasive fill material (sand or dirt without sharp rocks) to protect it from abrasion, punctures, and ultra-violet (UV) degradation. 10. To protect the liner and to prevent erosion of the outside of the Gike, place sand or dirt-filled bags over the entire dike as shown on the dike and slope details. iin Insure that the sand bags have been tied together with the stainless steel lashing wire (as shown on the dike detail) so that the bags will not migrate down the slope over time. (Be careful not to leave the sharp wire ends pointing out such that people would get hurt.) 12. One portion of the dike may need to be constructed after the tanks are moved into place. However, the liner and cover material still need to go down before the tank is placed into position. After the tank is in place, pull back the liner towards the tank, install the remainder of dike fill, reposition the liner up the inside of the dike, and place the sand bags, all according to the detail. 13. Move the five 12 x 12 x 12-foot treated timbers for each tank into position so that tanks #1 and #3 can be moved next to the toe of the steep slope and 5-feet away from the dike as shown on print 1-11-1021. The faces of the 3" flanges on opposing tanks should be 5'-2 1/4" apart for mounting the valves, flexes, and flanged tees. Since the tanks are ordered with flanges set 4" out from the end of the tanks, the tank ends should be 5'-10 1/4" apart as shown on 1-11-1021 14. Set the tanks on top of the timbers as shown in the Horizontal Tank Foundation Detail. One timber should be directly under each tank saddle. 25 6 Install the 3" piping, fittings, flexes, and valves in the tank farm as detailed on print 1-11-1021. All 3" valves, flexes, and joints shall be flanged, and the remainder of the 3" piping shall be welded as shown. 16. The tank farm piping should be supported at the level of the connection to the tanks, and the piping shall go over the top of the dike. Steel saddle supports shall be constructed in the field. See the support detail on 1-11-1021. Keep the piping level. Avoid air traps. ie Install the 3" check valve, 3" locking gate valve, flex section, weld-on flanges, and 3" pipe over the top of the dike for connection of the fill line. Use the steel saddle supports as required. Close and lock the gate valve. 18. Install the ductile iron frost-proof drain valve on the drain bung of the new tanks. Install a padlock on the valve. 19. The 1-1/2" daytank fill line will be connected to the 3" manifold using a 3" flange pair as shown on 1-11-1021. On the 3" cross connecting tanks #2 and #4, weld on the weld-neck flange. Weld a 3" flange to a 3" x 1-1/2" reducer. Weld on a short 1-1/2" threaded by plain-end nipple on the reducer. 20. Install the reducing section, the 1-1/2" locking gate valve, the solenoid valve and the stainless steel flex section. The union at the end of the flex section, and all the 1-1/2" fittings shall be 300# class. 21. Install the 1-1/2" pipe daytank fill line (using 3004 class fittings) to the generator building and connect it as required to the daytank pump. See the Old Harbor Daytank Installation print. 22. Install 1/2" rigid conduit from the day tank, along the 1-1/2" pipe, to the solenoid valve in the tank farm. Secure the conduit to the pipe alonq its entire length with stainless steel hose clamps at 4-foot intervals. 23. At each end of the conduit, use a rigid coupling for connection of 1/2". liquid tight flex. Install the flex to the pump connection box on one end, and to the solenoid valve on the other. 24. Pull three runs #14 (hot, neutral, and ground) from the pump to the valve, and connect them in parallel with the pump wires. The solenoid valve shall be energized to open when the pump comes on. 25. Review the plant site survey print showing the location of the new fuel fill line. The fill line shall go behind the tank farm along the hill side, turn down the hill just inside the South-West property line, and terminate with a locking gate valve 10 feet from the first road edge. 26. Use flanged flex sections at the locations shown. Weld the pipe sections together, except use flanged connections every 60 or 80 feet as shown on the plant. site. Use mitered welded bends to make the grade changes. Secure the pipe as it runs down the hill with pipe straps to 4 x 12s set down in the dirt. 205° The pipeline should terminate 24" above the ground at the barge end. Either build up a dirt ramp to support the pipe, or use two 90-degree long-radius weld elbows. 28. Install the flanged ductile iron check valve and locking gate valve at the end of the raised pipeline, and install the 3" female quick disconnect cam-lock coupling and cam-lock plug on the gate valve with a weld flange and short plain-end by threaded nipple. Lock the gate valve closed. 29. Set the Coast Guard sign over the pipe at the end of the fill line as noted on the print. Follow the installation instructions on print 3-00-1015. Make sure to chain the sign to the pipe as described. 30: Install the ADEC sign at the tank farm in a visible location according to the directions on print 3-00-1015. 31. When all piping is complete, pressure test the piping for leaks with the tank valve and the pump valve closed, and the solenoid valve manually opened (120 VAC temporarily applied to valve, but not to pump). Use the test method on the attached sheet. Test at 100 PSI. There should be no significant loss of pressure for 8 hours. Fix any leaks. OK Kk kkk kK Kk kkk kok ke EK kK Da inting”* * * * kK KKK KK EK KK KK EK KKK 32. Prepare all scratches and bare metal in the tank farm. Scrape off all flaking rust and wash. Wipe down with the metal conditioner according to the directions with the conditioner. Follow all safety precautions. Use a respirator if necessary. Use rubber gloves. Gin When the weather is good, coat all bare metal with the red-oxide primer. Let the primer dry eovernight. 34. Paint the primered areas with two heavy coats (4 mil total DFT) of the acrylic paint. i If not already done, stencil the word "DIESEL" and the AVEC tank number on two sides of each new tank using the 3" stencils and black enamel paint provided. Red-line the plant site plan showing as-built information of the entire tank farm: Actual positions of the tanks, valves, flex sections, and piping. The circumference and useable height of the new tanks. The location of liner. The size, width, shape, and distance from the tanks, of the dike. 1 22 3 4 SPECIAL TOOLS REQUIRED: Paint sprayer. Respirator (probably) 3" pipe cutter ; Welder, wire-feed if possible - scrapers, power wire wheels large winches to move tanks into position. DAU pWror NORTHWEST LININGS & GEOTEXTILE PRODUCTS. Ine. 0222. 87th AVE. SOUTH “4 _ POND AND RESERVOIR, _MEMBRANE _ LINERS GERERAL INSTRUCTIONS FOR JOBSITE PREPARATION Qos i Rh SE ee ih 5 SS . Preparation of “Earth Sabarsitie } The surface ‘of the “subgrade shall be be prepared by excavating and trimming the °earth to elevations £°and°sections as shown onthe drawings.’ The prepared subgrade shall be free from loose earth}-rock; *cobbles,“rubbish ‘or other foreign materials.. The surface of the completed subgrade i ehall be! smooth, “unif ™m ‘and- free from’ ‘sudden ‘changes ’ in’ “grade. manips at FB 0S% O35 a rc SA Additional Excavation” and” Backfill!°*In* tthe *1ini ng” area where gravelly materials containing‘ large édobbles “or boulders xist, -these materials -shall be excavated to a depth. of a Beecrage '3 inchés® ‘and ithe “areas "backfilled ?an ‘compacted se ey Gog ee ta tho rere +t hiselected® and “approved ™ mate cL EBVE nase Bi8S2) Sd id Oss e7Se1a7 and Com action of ‘Sub Pade? 228 GSmpace Lod 62 >the | peat th veubgr ade | fsShall “be accomplished witha vibrating & ©+7611ér26r a°Steel wheel Srdller® “weigh scaiere pounds | pet "Linear 4 ne ear inch of ar im width . 5 foo cere, “roller Biel 1 cbe compacted. by. approved mechanical “or “han ampers - si : Preparation of Concrete Surfaces. Concrete surfaces which are to be lined shall have all rough edges and projections removed in the area of lining. All crecks in the concrete shall be cleaned and filled with a sand-cement mortar. Extruded expansion joint material and joint sealers shall be cut off flush. The entire surface to be lined shall be cleaned of all foreign materials and swept thoroughly. 3. Check measurements and grades prior to start of liner install- oo ation. Surveyor control stakes ‘should be left in place to assist»in placing the lining panels. 4. Dig the anchor trench as shown on the shop drawing or the _.engineering drawings. A typical cross section is where a minimum 12" setback is shown. ALWAYS THROW EARTH FROM TRENCH _ AWAY FROM SIDE SLOPE. : , (3 -5, Crew size will depend on the project size. A minimum of 6 : men is required, most projects need at least 10 men to spread panels. “6. “Old tires or sand bags will be needed to keep the material in position during windy conditions. Normally 10 tires per panel, up to 50 tires are required. 7. Tools and equipment not supplied by oreuvest ‘Linings, Beas wiping rags, rakes, and shovels. Liner panéls may. weigh as*” much as 5,000 lbs. A large front end loader or forklift will be required to assist in the spreading of the lining material. Palleted cartons are about 65" x 65". 8. Cements and adhesives shall be inde from extreme heat and cold. 9. All Pvc (vinyl) liners aunt be Severed with earth if an extend- _ed life is expected. A minimum of 12" of earth should be placed on the bottom and slopes. Side slopes of3:1 or less are normally . required to,hold the earth cover. Windy conditions may require = special rip rap considerations. ‘10. Driving. on the liner is permitted only when the liner is. first ~"“*covered with 12" of earth. If an area is to have sustained traffic, 24" of cover is advised. Damage.to the liner must be _repaired as it is discovered. ae aay : rae ii. “structures . including pipes, “splash. ‘pads, inlets, “outlets, and ~~ “headwalls, should be. finished. prior to placement of the liner. Prefabricated corners and pipe seals are available for flashing the. liner .to.structures. , - This sheet. i “furnished to aid-in ‘planning - liner ‘installations. Northwest Linings, asa supplier of materials “only, does not assume responsibility for ,@rrors . sini design, engineering, quantities, or dimensions. |. A ee ee FILE th NORTHWEST LININGS € 8 ccotextite propucts. tne. 20222 87th AVE. SOUTH = KENT, WA 98032 206-872-0223 FIELD SEAMING PROCEDURES The following describes the techniques and the materials required to field seam materials by use of cold bonding solvents. With the shipment of Staff membrane materials, there will be enclosed sufficient Staff bonding solvents of a type suitable for the materials supplied for your project. With HYPALON materials also enclosed will be a prewash solvent to be used prior to seaming. TECHNIQUE FOR FIELD SEAMING: Lay the membrane panels in the desired location and overlap the panels as wrinkle-free as possible about 2" to 4". When the panels are correctly positioned, the oversheet should be laid back and a long smooth board or other type of surface which could be corrugated cardboard (smooth side up) should be placed on the soil and the materials repositioned with the appropriate overlap. When working on wet soil, it may be desirable to elevate the sealing surface on supports. The sheet should be aligned by two workmen, one at either end of the sealing board who will also clean the area of any dust, dirt or moisture, using rags or brush prior to the application of the solvents. Sealing should not be attempted in low temperatures unless an additional heat supply is provided, or in rain, or high winds where positioning of the sheet becomes too difficult and dust is likely to be blown on to the surface. ‘With a three man crew, two workmen position and slightly tension the sheet at both ends of the sealing board and a third workman injects the solvent into the overlap area at a rate of approximately one ounce per thirty feet, using the applicators which are supplied for the purpose. The seams should be made in a closed lap position, not with the oversheet turned back (this sould allow the most volatile solvents to evaporate and affect the initial adhesion on the seam). The operator with a smooth motion moves forward applying the solvent, the following workmen with a clean rag should gently apply pressure in a downward motion to spread the solvent, but should not wipe the material which would cause wrinkling. Once the procedure has been completed, the sealing board can then be moved forward and the pro- cess repeated. . a Z For field seams, a thicker solvent/polymer mix should then be applied ~~ to the edge of the seam to effect complete bond of the seam. very thin films, this can be done by injecting a second pass of solvénts under the edge of the material and on thicker materials by way of a paint such as on Hypalon (30% hypalon mix) or by way of a caulking material of the polymer/solvent mix. The inspection of the seams should be visual at this stage, as the peel strength of the material does not develop for some hours. After a few hours or the following day, the seam should be re-inspected to see if there are any voids and they can be spot re-sealed. The ideal temperatures for sealing of virtually all of the materials is between above 10°C. (50°F.) and 25°C. (77°F.). Within this temperature range, it is generally possible to seal the materials without the use of any additional ——- systems. Below 50°F. (10°C.), hot air guns should be used to preheat the material and to post heat after the solvents have been applied. The material should be warmed to the touch. This accelerates the solvating action and the initial bond of the seam. Above 25°C. (77°F.), high temperatures cause the solvents to evaporate-readily, therefore, the solvents should always be kept in closed containers and the seam made in closed lap position. For sealing around structures, pipes, etc., Staff standard drawing F-1678 through L-4678 should be consulted. As a general recommenda- tion, Staff Industries does not encourage the use or reliance on adhesives to pipes whether they be plastic, steel, cement or metal, or to concrete or wooden structures. There are some excellent contact cements and there are excellent caulking compounds, however, we believe that the best results are obtained by the use of a mechanical fitment. These would be as follows: , For concrete, a reglet or a batten strip cast in the concrete, or the attachment of the lining by way of expansion bolts or ramsetting is desired in addition to caulking or adhesives. In the cases of pipe, a prefabricated boot is available from the plant. Adhesives are available. In addition, a clamp should be applied to attach the boot to the pipe and where there is likelihood of corrosion of the clamp, a heat shrink sleeve should then be applied over the clamp and shrunk into position. Caution - with respect to sealing to structures - very often, em- bankments are constructed and then the pipeline or structure is excavated from the embankment. Majority of failures around structures have occurred because of differential settlement of the backfill adjacent to the structure as opposed to the original, therefore, it is most important that this compaction of the backfill be done to the highest order of compaction of the original construction or that some slack be provided in the connection membrane to the structure to compensate for any potential settlement. FILE SPECIAL NOTES OF CAUTION: ie Hypalon materials, either supported or unsupported, tend to cure with age; temperature and sunlight. Hypalon materials should not be stored outdoors or exposed to sunlight for extended periods of time prior to making of seams. Prewash HYPALON with cleaner solvent supplied prior to making seam. All seams must be made on dry sheeting, free of dust and should be wrinkle-free. Minimum overlap of 2" to a maximum of 4" is necessary. Sealing to structures may be done with adhesives, but should not be relied on for 100% integrity, therefore,.a mechanical fitment should be used in connection with all structures and pipe fitments. The best temperature range for seaming is between 10 C. and 25 C. Below that temperature range, preheating of the material and post heating after solvent application in a closed lap position should be employed. Special care should be given to the compaction around all structures so that in the event of differential settlement, a fee sane will not separate from the attachment system used. Do not allow the solvents to freeze. Store in closed containers at room temperature if at all possible. Make sure that the solvents supplied are for the types of materials supplied for the job. Prefabricated boots are available for attachment to pipe structures and can be obtained at the time of ordering. NOTE: The information contained herein is not guaranteed but is to the best of our knowledge, true and accurate. Except when agreed to in writing for specific conditions of use, no warranty or guarantee expressed or implied is made re- garding use of solvents or techniques of field seaming. | | BUTYL CAULKING %4"x40 DUROMETER ‘BUTYL RUBBER STRIP ALUMINUM CHANNEL LINER ANCHOR BOLT B/e S.S. l2" 0. LINER TO CONCRETE DETAIL “7 ALUMINUM CHANNEL, Ya*x'2x2 DvTYL CAULKING Y%"x40 DUROMETER - BUTYL RUBBER STRIP LINER FILE LINER TO HORIZONTAL CONCRETE SURFACE DETAIL NORTHWEST LININGS NOTE ! WITH HYPALON LINER USE HYPALON ce gta ‘Ss. CAULKING 3" FILL LINE AND TANK FARM MANIFOLD PRESSURE TEST PROCEDURE 1. Close valve at each bulk tank. 2. Close valve at the daytank pump inlet. 3. Open all other valves in the fill line, tank farm manifold, and 1-1/2" daytank fill line. 4. Since the 3" check valves would tend to stay closed and not allow air to pressurize the entire line otherwise, the compressed air must he applied at the barge end of the fill line. i Construct a fitting to go on the end of the line for attachment of the air compressor hose similar to that shown on the attached diagram. 6. Apply 100 PSI to the piping. 7. Close the 1/4" ball valve on the test gauge and remove the connection to the air compressor. 8. Monitor the pressure gauge for eight hours. No loss of line pressure is allowable. If the gauge starts to loose pressure, use a soap bubble test and find the leak(s). Ce Repeat the test as necessary until 100 PSI can be maintained for eight hours. 3113 ye Va ree mb A. —%, covrTlLek Fw Ne aoe ys 4x3 ipree ATA To |... (DG thber NE Test Pipe with ADAPTe Hose Courier.) As FEe2uieeP fod a ae ee arene ent ane Nee On ee ey PRESSURE vie = OAVaE | Vawter flobe ebtNecnon 1th. Seusera 4/14/83 Sk 87-10 CAD MA TEKIAL *.5© PIL. CR-CPrER...-. Bo MEMBRANE ee —<VEACH - SST SEALING BAND2 <7 ~ CPER. eee MEMBRANE: se 6“ FINIMUM ~OVERLAP ~SCH._40_PIPE_ C55 —"SEALING BAND. ih tg CPE Ri RIRELBOC. - 3" NOMINAL 5K-33A c~ BOLTED FIELD CONNECIION 12 GA. GALY. STEEL "Ae" HOLE IN HINGE -5"0.C. 5/_" HOLE IN PLATE ON 5" CENTERS TOxu. W/HOLES IN HIb 3) 14GA HINGE W/%e" PINCTYPICAL 2) 36%" | ELEVATION FUEL FILL WARNING SIGN HOLDER SCALE: I"=1-O Blld SK-13 anne DANGEROUS, _ CARGO NO VISITORS NO SMOKING NO OPEN LIGHTS MINIMUM 3° WIDE WHITE BACKGROUND BLACK LETTERING ALASKA VILLAGE ELECTRIC CO-OP Sk-I\ STATE OF ALASKA / sme Richard L. Burton DEPARTMENT OF PUBLIC SAFETY Commissioner DIVISION OF FIRE PREVENTION REPLY TO: PO. BOX N 5700 EAST TUDOR ROAD 1979 PEGER ROAD JUNEAU, ALASKA 99811-1200 ANCHORAGE, ALASKA 9507-122 PHONE: (907) 465-4331 PHONE: (907) 269-5604 = PHONE: (90") 456.4002 PHONE: (907) 456-4002 January 28, 1991 eye Mr. David R. Biegel JA Alaska Village Electric Co-op, Inc. N 30 199. 4831 Eagle Street Anchorage, Alaska 99503 AVEr SUBJECT: Diesel Tanks TOWN: Old Harbor PLAN REVIEW: 91A-197 FUEL TANK INSTALLATION 1988 UNIFORM FIRE CODE Dear Mr. Biegel: Plans for the subject Tank Installation have been reviewed by this office for conformity with the State Fire Safety Regulations and are hereby approved as submitted. Enclosed is a certificate of approval that must be posted on the premises until completion of the above installation. Approval of submitted plans is not approval of omissions or oversights by this office or noncompliance with any appli- cable regulations of the Municipal Government. It must be understood that the inclusion of and compliance with State Fire Safety Regulations does not preclude the necessity of compliance with the requirements of local codes and ordinances. If we can be of further assistance in this matter, please feel free to contact us at the above address. Sincerely, Ch. ¢. Chester E. Wedger Deputy Fire Marshal I Enclosure State of Alaska Office of the State Fire Marshal Plan Review This is to certify that the plans.forthis buildi Marshal on J gonety ze mak AS 18.70.010 — 100; 13 AAC’50.027. ng, were reviewed by the State Fire om for conformance with This certificate shall be posted in’a conspicuous place on the premises named thteska Waltage Eleatr ic shy aha fainain posted until constructionyis, completed NOTICE: Any changes or modifications.t for review by the State Fire.Marshal 91A-197 ee + Plan Review # Authority: AS 18.70.080 Form: 12-741 (3/86) J FP ESSE P GSTS SEND SPEEDTEST OER — RECEIPT __DATE LLZs” 49 q/ RECEIVED FROM &x— ADDRESS meqseey a srencenensen TOPS © FORM 45808 ® HOW PAID AMT. OF ACCOUNT AMT. PAID BALANCE DUE Stynemrmtarscsee RS MONEY ORDER { PEP PC AN Te PE EE ALASKA VILLAGE ELECTRIC CO-IP 27 _ESIIMAIE WURK URDER — GENERAL LUN _ Work in progress WORK ORDER #_1/GO29_ VILLAGE_Old Harbor ENGINEER_D-R. Biegel DATE 2A2-7/ APPRIVED 344 Prime Mover (Engine) & Generator 341 Structures & Improvements 362 Distribution Station Equipment weight | cost weight | cost weight | cost 343,A.2] Engine 341.1 Foundat!on 362.8 Ground grid 343.A.3] Foundation 341.2 Structure/modules/vans 362.9 Swi tchgear-to-transformer Vibration isolators Hydronic piping & access. connections Pad material . Unit heaters 362.16 Transclosures Diamond floor plate Ventilation ducts, dampers Conduit, wiring 362.18 | Pads 343.4.4| Gauge panel 362.22 Het 343.C.4] Heat exchanger 341.6 Gantry & access, Total izing a 343.C.6| “Expansion tank & access. 341.10 | Lighting fixtures, outlets, etc Station service meter Piping, fittings, valves, etc. 341.14 Breaker panels 362.35 Transformers Supports, braces 341.21 Vent. controls, Power transformer Antifreeze t-stat, fan & motor Station service transformer 343.C.7) Circulating pumps & access, ; 341.24 | Radiator stand Miscellaneous 343.C.9) Radiator 341.25 | Safety equipment 343.) | Battery bank starting systen 341.26 | Misc. plant Improvenent 346 Miscellaneous Power Plant Equipment Battery cables & condul Signs, labels, tags 230 (13449 weight | cost 343,.E.3] Exhaust System Docks ~~ 7 1346.9 F se ee ere Muffler Fence ontrol pane Piping & access, Road Sensors, horns, fixtures Supports and hangers Site prep. Extinguishing agent, High temperature Insulation Miscellaneous | containers, piping 344 Generator 346,12 Waste oll blending equipment | Miscellaneous 342 Fuel Tanks & Piping 346.15 | Tools & maintenance equipment eS a [veight | cost Miscellaneous 345 Accessory Electric Equipment 342.A.2| Tank farm prep. Lar 952 | Z30( | 145.3 Battery charger ; ike | LaSd(_ Pods jpzxizxi2? aed Abe 145.6 Engine/generator control panel Oateol piso Pi Fuel tanks dea , 19,008 gal Bead Enclosure 342.4.4| Meters = h - A 342,A,5 | Fuel fill piping & fittings 32 ee reakers, CIs, ec tank pipin Ittings 282 Control cables Daytank Fret Une a 724 9/7-| | MATERIAL . = 60606 345,18 | Remote radiator control panel ~Daytank FREIGHT bl, 843 lbs .@ 40 yout= 24,739 _ Accessories Engine Fuel lines VILLAGE LABOR _63 mes 2S /=_ 4725 Misc, panels 342.A.6| Pumps 150 - O 345.23 | Switchgear 342.4.7| Filters STAFE FIELD ad be $_ 3/0 "3450 — Disconnect switches cde ileeaee LABOR™ encINEERING_/f mpesl5° /p=_/6@50 _ 345.27 | Power cables and connections TOTAL STAFF LABIR =_5/00 28 8 x 8 Wireway Conments c iclency _j z| OVERHEAD: 218% STAFF LABOR sli ilo ee em ied ic -#n4 000 | | MISC. EQUIPMENT =__412__ Miscellaneous i ~_| L TOTAL =10, 100 CE IRE REQ Loc LOCATION BATE TRANSACT TR TRANSACTION I5S TSS AUTHRIZD DATA ENTRY DEFLT CURRENT FEQ JOO NUMBER NUM NAME REQUTRED DATE CD DESCRIPTION PTY WHS BY PERSON Gl NO STATUS 81-00600 11 OLD HARBOR 9/00/00 2/22/91 12 W/O MATERTAL-GENERATION 1 999 MARK T BIEGEL 1072 OPEN/RE QUEST RELEASED 000000 BY TAN KK SOOO OO OGIO KICK KK GET SPECIAL INSTRUCTIONS FROM DAVE BRENNAN FOR LINE 2 SOOO OOOO OOOO IO OK GK . ; ™ “ 1 3: EA\ 10,000 GAL. on REVIEW 000 .00 COST UNKNOWN 4 TANK, 10000 GALLON, HORIZONTAL ll. s@o 95.5" DIA. X 27'-6" LONG, WITH es, & & @" X 31 LAS/FT H BEAM SKID, & & 70, 74| 32, 923 A. 4 THREE SOLID-WEB SADDLES WELDED ? zi 3 4,50 i ON. LADDER ON ONE END. BUILT ACCORDING TO UL 142 STANDARD, INCLUDING REQUTREO PRESSURE TESTS AND NORMAL AND EMERGENCY VENTING CAPABILITIES ACCORDING TO UFC SECTION 79.510. REQUIRED OUTLETS: 1. ONE 3" 125% PATTERN FLANGE AT THE BOTTOM OF THE LADDER END WITH THE FLANGE FACE 4" OUT FROM THE END OF THE TANK. 2. ONE 1-1/2" THREADED BUNG ON THE BOTTOM OF THE END ‘OPPOSITE THE LADDER END. r 3. ONE 3" MINIMUM DIAMETER WATER TIGHT GAGE HATCH ON THE TOP NEAR THE LADDER END. 4. EMERGENCY VENT. HATCH 5. NORMAL OPERATIONS VENT. COATING REQUIREMENTS: NO INTERTOR COATING REQUIRED. SAND BLAST, PRIME AND COAT EXTERIOR WITH POLVURETHANE OR Bare EQUIVALENT TO GIVE 20~-YEAR ' PROTECTION IN MARINE, SALT-ATR ENVIRONMENT. SUBMITT COATING BROCHURE ANO SPECIFICATIONS WITH BID. ON EACH SIDE OF THE TANK SHALL BE PAINTED IN 3"- HIGH LETTERS, "AVEC", "OLD HARBOR", "DIESEL", AND THE TANK CAPACITY IN GALLONS. ATTN. PURCHASING: BIDDERS MUST SUBMIT BID PACKAGE TO ENGINEER ING REFORE BID TS ACCEPTED. TO-TVR241 MATERTAL STATUS REPORT PAGE, 6 RUN DATE 2/22/91 COST ANALYSTS BY LINE ITEM TIME 12.03 WORK’ ORDER 11G020"°) INST™1EA 10,000 GALLON BULK P23 ' LOCATION 011 OLD HARBOR’ PRI/TYPE CODE PS. | FUEL STORAGE TANK. oe ae sean t AHHH OO REQ’ LOC LOCATION. . | DATE — TRANSACT TR TRANSACTION ae ISS TSS AUTHRI2D DATA ENTRY DEFLT CURRENT REQ | CCC NUMBER NUM NAME: : REQUIRED DATE CO OBESE THEZON Bees t PTY WHS BY PERSON GL NO STATUS | ; ; Bes 91-00600 11 OLD HARBOR ~ 0/00/00 2/22/91 12 w/o MATERTAL ~GENERATION 1 9899 MARK T — BIEGEL 1072 OPEN/REQUEST RELEASED 000000. BYP ites $ REQ QUANTITY uN MFG) “MANUFACTURER WAREHOUSE ITEM ke alae : ITEM STATUS COST @ TOTAL Cost PURCH QRDER LIN REQUIRED MS CoD PART NUMBER STOCK NO. DESCRIPTION . bas NUMB/LTN I 24k, 1} EA 10,000 GAL. 4 * REVTEW -000 +t +00 COST UNKNOWN I (sam as Babb rs sie b ALREADY IN AVEC STOCK, 10000 esd. lo 94 } i ED at hae . i GALLON TANK, HORIZONTAL. GET ‘§ } ; ate : . INSTRUCTIONS FROM DAVE) BRENNAN I - ‘SH 15 EA 12"xX12"xX12! 7 ee REVIEW 230.880 3463.20 41347 003 | 200 ; So hat i TIMBER, 12" X 12" xX°12' LONG, | my f ; TREATED FOR BELOW- GRADE: USE, f x oe ‘ : CAN BE ROUGH f | 4 wa* 20 FT 3 Foren /on faick REVIEW +000 ee 00 COST UNKNOWN b ae ee ae STEEL, ANGLE, pre rs f THICK. . tan | 5 a4o 8 EAS 2b" X2KNX 1/1 REVIEW +000 +00 COST UNKNOWN ; ‘ee eae o t STEEL, f St et “PLATE rk big é i i 6 ‘ASTM A569 STEEL “srnirhe 1 - y f IN WHS 5.260 — 5 10.52 LAST PRICE PD k 7 2006 «a o REVIEW 375.000 375.00 41581 0014 CONSTRUCTION. FABRIC, WOVEN, j AMOCO #2006, 300% GRAB TENSILE ; STRENGTH, 16-1/2" X'310! ROLL. f kes AVATLABLE NOW.AT POLAR SUPPLY. Fe : FLOYD STRETC 3 ul B9278 TOTAL COST OF REQ: **k* DENOTES aietamatranmesss jes ROE 3 , aL ET CITT TD-IVR2414 RUN DATE 2/22/91 “ woRK ORDER 11G020 INST 1EA 10,000 GALLON BULK PRI/TYPE CODE PS FUEL STORAGE TANK. IOI REQ Loc LOCATION DATE TRANSACT TR TRANSACTION JOO ONUIMBER =NUM NAME REQUIRED DATE CD DESCRIPTION $0-04135 11 OLD HARBOR 10/30/90 11/13/90 12 W/O MATERTAL-GENERATION RELEASED 111690 BY FOUTS REQ QUANTITY UN MFG MANUFACTURER WAREHOUSE ITEM DESCRIPTION LIN REQUIRED MS COD PART NUMBER STOCK NO. et SEA 12"X12"x12! ~ B76 6 EA aMx12ux42! 3.663" 9 2"x12"x12! 4 10 "vet 20D/GALV/BOX 600-0023 BREE S75 *.2:7:20:21SF SCPER 36 MIL. 7 ; 1263 Tye A 825 AI GL gh TiS OM 1 EA RAD SK~33A 2 EA. AF 1123 600-0151 9 2 EA AF 1123 600-0145 10 71000 EA 0BB MTL-B-525988 175 “Tyag “SP MMC. 8860K64 600-1169 “Gl RUS 5271 \ web a \ yupa #75 uF JOL MATERTAL STATUS REPORT COST ANALYSTS BY LINE ITEM TIMBER, 12" °X°12" xX °412' LONG, TREATED FOR BELOW-GRADE USE, CAN BE ROUGH CUT. TIMBER, 4" X 12" X°12' LONG, TREATED FOR BELOW-GRADE USE, CAN BE ROUGH CUT. k PLANK, 2" X 912" X12! LONG, TREATED FOR BELOW-GRADE USE, CAN BE ROUGH CUT. ~~ » 20 PENNY NAIL, BOX, GALV LINER, CPER OTL RESISTANT, 36 MIL, REINFORCED W/ 10 X 10 “1000 DENTER POLYESTER. 1 PANEL 34'°X 80'. WETGHT APPROX. SSO#. ADHESIVE, FOR CPER SPLICING. PIPE BOOT, CPER LINER, FOR 3" PIPE PENETRATING, 1 RISE TO 2 RUN SLOPE, 6" QVERLAP, SEALING BAND. ALL ACCORDING TO AVEC SKETCH SK~-33A. ‘ BRUSH, PAINT, 2" BRUSH, PAINT, 1! BAG, SAND, ACRYLIC, 16"X27.5", MEETS MILTTARY SPEC. MIL-B- 52598B. | te LOCK-WIRE, .O41"DIA TNDUSTRIAL COATING, RUST-OLEUM ACRYLIC 5200 SYSTEM, COLOR . Cc WET C METAL CONDITIONER, PHOSPHORIC ACIO BASE. 2 STENCIL SET, 3" GOTHIC, ORDER NUMBER GIVEN FOR "THE OFFICE PLACE" OF NBT SFEoALSO- P.N2 37596 23!bG, 8/8, LOCATION 011 Iss"1ss PTY WHS OLD HARBOR BY PAGE 4 TIME 12.03 AUTHRIZD DATA ENTRY DEFLT CURRENT REQ PERSON Gl NO STATUS BIFGEL 1072 PARTIALLY SH 1 999 MARK T ITEM STATUS CMPLET CMPLET CMPLET CMPLET CMPLET CMPLET CMPLET CMPLET CMPLET FULTSS CMPLET REVIEW REVIEW REVIEW REVIEW CcoOsT @ 232.630 68.130 31.390 -899 -670 39.000 58.000 1.630 1.390 1.020 10.910 457.000 e- 2 .000 4.350 3.780 TOTAL COST PURCH ORDER NUMB/LIN 1163.15*** 41952 001 408.78*** 41952 002 282.51*** 41952 003 8.99 LAST PRICE PD 1822.40%** 41918 001 39.00*** 41918 002 58.00*** 41918 003 3.26 2.78 1020.00 10.91 245° .00 62 .00 13.05 LAST PRICE PD LAST PRICE PD 35411 001 LAST PRICE PD COST UNKNOWN COST UNKNOWN 34549 005 7526 005 TO-IVR241 MATERTAL STATUS REPORT PAGE ai RUN DATE 2/22/91 COST ANALYSIS BY LINE ITEM TIME 12.03 “WORK ORDER 11G020 INST 1€A 10,000 GALLON BULK 4 LOCATION 011 OLD HARBOR “ PRI/TYPE CODE PS > FUEL STORAGE TANK. Se “ FIA ICO OK REQ LOC LOCATION DATE TRANSACT TR TRANSACTION — TSS ISS AUTHRIZD DATA ENTRY DEFLT CIRRENT REQ FOC NUMBER NUM NAME REQUIRED OATE CO DESCRIPTION : PTY WHS BY PERSON GL NO STATUS 90-04135 11 OLD HARBOR 10/30/90 11/13/90 12 W/O MATERTAL~GENERATION 1 999 MARK T BIEGEL 1072. PARTTALLY SH RELEASED 111690 BY FOUTS ; REQ QUANTITY UN MFG MANUFACTURER WAREHOUSE ITEM es sae ITEM STATUS COST @ TOTAL COST PIRCH ORDER “LIN REQUIRED MS COD PART NUMBER STOCK NO. DESCRIPTION NUMB&/LTN 16 1 CN RUS 2179 REVIEW 3.550 3.55 37493 008 hayg Kt By ? PAINT, BLACK, ENAMEL, INOQUS- s ; TRAIL, IN SPRAY CAN, ‘ F 33293 001 } 2 : : - = 3 AST PRICE PD + FAA ol tt 6526294 RE BHC ER PERE ARE pt OL FG gi -CMPLET _2.4.0.0- 2.10-LAST PRICE PD ae f / : CT ta CMPLET _.0.0.0- 0" COST UNKNOWN 24 ae Sipbiies t eas CMPLET 2479 47.90**K 41948 004 ‘ CONDUIT, 1/2". “RIGID, THREADED 2 ' : 600-0742 COUPLING, CONDUIT RIGID, 1/2" CMPLET ~392 0% 4.31 LAST PRICE PD 23 “ AFX U050001001 S94-0284 ° | CONDUIT, FLEX, LIQ. mle ant 128 CMPLET +575 5.75 LAST PRICE PO 2h 4 ‘T&B 5332 600-0442 CONNECTOR, STRAIGHT, LT, : 1/2" > CMPLET 1.900 7.60 LAST: PRICE PD 25 120 ~~ #14/600V/BLK 600-0334 WIRE, CU/XHHW;” 14GA/STR. TBUACK CMPLET -078 9.36 LAST PRICE PD Pemi2s 120 14/8 00V/ WHT 600-0335 ‘WIRE, CU/XHHW,° 14GA/STR.WHITE CMPLET +122 | 16.70 LAST PRICE PD eee 278 120 “#14/600V/GRN 600-0339 WIRE, CU/XHHW, 14GA/STR, GREEN FUL OR -062 7.4b LAST PRICE PD » 28 8 “SCOTCHLOK R 600-0353 WIRENUT (AWG RANGE 18-10) CMPLET +063 ~51 LAST PRICE PD bec 29 25 EA UNV 5452 600-0300 CLAMP, HOSE, 1-7/8" TO 3-3/4" CMPLET +480 12.00 LAST PRICE PD ; TOTAL COST OF REQ: E : 5093.69 i *x* DENOTES PRICE FOR ACTUAL REQUISITION. po . : SoD) FOO OK REQ LOC LOCATION DATE TRANSACT TR TRANSACTION ISS TSS AUTHRIZD DATA ENTRY DEFLT CURRENT REQ | OOOOOOK NUMBER NUM NAME REQUIRED DATE CD DESCRIPTION PTY WHS BY PERSON GL NO STATUS b 90-04136 11 OLD HARBOR - 10/30/90 11/13/90 12 W/0 MATERTA GENES 1.999 MARK T BTEGEL 1072 OPEN/REQUEST gy ASED |. 111690. = BY | FOUTS : REVIEW 116.000 ; 116.00 41901 002 SIGN HOLDER, 12 : a ‘ 3 PANELS EACH 2h = 1 HINGED TOGETHER. Fal ACCORDING ‘TO SK-13¢ 2 6 3. EA™ RAD SK-11 REVIEW 45.000 135.00 41936 001 SIGN,LEXAN, 3/16" THICK, ,2u" xX RS 36", BLACK GRAPHICS, WHITE BACK~ Ket) ROUND, + 467 “ADHESTV. ACCORDING © TO SK~11.°° GET, = FROM RAPHTEC INC,LEE NUNNERY-305~-392-3373. ' TO-IVR241 te : MATERIAL STATUS REPORT PAGE 4 RUN DATE 2/22/91 . COST ANALYSTS BY LINE ITEM TIME 12.03 CATION oi OLD HARBOR’! as é ISS ISS AUTHRTZD DATA ENTRY DEFLT CURRENT REQ PTY WHS BY PERSON GL NO STATUS WORK ORDER 11G02 awsr 41€A 10,000 GALLON BULK RI/TYPE CODE PS “FUEL STORAGE ” ‘TAN FOO REQ LOG LOCATION ° DATE = TRANSACT TR TRANSACTION ~ OKO NUMBER NUM NAME REQUIRED OATE COD DESCRIPTION 90-04136 11. OLD HARBOR 10/30/90 11/13/90 12 W/O MATERIAL ~GENERATION 1.999 MARK T BIEGEL 1072 OPEN/REQUEST ELEASED 111690_ . OUTS. ie < rm see TOTAL COST PURCH ORDER EM STATUS COST @ NUMB/LIN DESCRIPTION ee ~ REVIEW “182000 0 000 CMPLET Waites 7.79 LAST PRICE PD REVIEW — , i 00 0 0006 CHAIN, 5/16! GALVANTZE! SOLVEN 3.84 LAST PRICE PD 00 0 000 CONTACT PAPE AVATLABLE FRO! ‘ e 7.000 rene, 7.00 41955 O14 +000 : 00 COST UNKNOWN SIGN, | NUMBER ~.00 COST UNKNOWN COST UNKNOWN 7 LAST. PRICE PO 9 LAST PRICE PD 529 LAST PRICE PD -12.708*X 41901 001 TSS ISS AUTHRTZ0 DATA ENTRY DEFLT CURRENT REQ PTY WHS BY PERSON GL NO STATUS OOO ROK REQ LOC LOCATION DATE TRANSACT TR TRANSACTION 2OOOOOK NUMBER NUM NAME : REQUIRED DATE CD DESCRIPTION 00585. 11% G/00/00 2/22/91 12 1 999 MARK T BIEGEL 1072 OPEN/REQUEST 91 SURGALAESS 190.00 COST UNKNOWN 4( .00 COST UNKNOWN . a ID-IVR241 MATERTAL STATUS REPORT PAGE 8 RUN DATE 2/22/91 COST ANALYSTS BY LINE ITEM TIME 12.03 TRANSACT TR © -1SS218S AUTHRIZD- DATA ENTRY DEFLT CURRENT REQ REQUIRED DATE COD D gan 7QN “PTY WHS . BY . PERSON GL NO STATUS 5 sibel ube alee 0/00/00 2/22/91. 1 999 MARK T BIGGEL 1072 OPEN/ REQUEST UANTITY u MFG MJ UFACTURER WAREHOUSE ITEM : : TEM STATUS COST @ — TOTAL COST PURCH ORDER LIN REQUTRE “MS. COD PART NUMBER STOCK NO. DESCRIPTION — ve NUMB/LTN REVIEW 9.400 56.40 40419 004 ELBOW, : RADIUS, 150% ; , : EVIEW 81.530 733.77 40474 OG1 HOSE, SST FL x, 3" NOMINAL DIAMETER X 184 WITH PLATE FLANGES TO MAXIMIZE HOSE LENGTH. SIMI : US FLEX chaste: ATTN. PURCH, UNLESS APPRO\ SUB. MUST $I ’ 40419 002 FLANGE COST UNKNOWN COST UNKNOWN COST UNKNOWN IMPORTANT TRON. BODY EVIEW Y .00 cost UNKNOWN OTSCONNECT, : FPT, STAINLES AT ALASKA: RUBB DO NOT S 39882 016 COST UNKNOWN “LAST PRICE PO COST UNKNOWN COST UNKNOWN ELBOW, CLASS. 1 ID-TVR241 MATERIAL STATUS REPORT PAGE iS i RUN DATE 2/22/91 COST ANALYSIS BY LINE ITEM TIME 127.03 foe ORK ORDER 116020 INST 1€A 10,000 GALLON BULK © “LOCATION 011 OLD HARBOR i . RI/TYPE CODE © BR: FUEL STORAGE TANK. eo 3 KEKREKK REQ) -OCATION | DATE TRANSACT TR TRANSACTIO! Sus ISS ISS AUTHRIZD DATA ENTRY DEFLT CURRENT REQ RERREREX NUMBER NUM NAME REQUIRED DATE CO DESCRIPTION PTY WHS BY PERSON GL NO STATUS 91-00585 11 OLD HARBOR O/00/00 2/22/91 12 W/O MATERTAL~GENERATION 1 999 MARK T BIEGEL 1072 OPEN/REQUEST 00000 os ‘ . RELEASED REQ QUANTITY UN MFG MANUFACTURER WAREHOUSE ITEM ITEM STATUS COST @ TOTAL COST PURCH ORDER LIN REQUIRED MS COD PART NUMBER STOCK NO. DESCRIPTION — NUMB/L TN revtew (4,lboo0 71-00 cost UNKNOWN - UNION, CLASS. REVIEW 7 6( -000 38.00 cost UNKNOWN COUPLING, 300% CLAS: “REVIEW {4 .000 64.00 © cost uNKNowN VALVE, DRAIN, DUCTILE REVIEW ‘ 6 reo o At 36 41480 002 BUSHING, CLASS F . PADLOCK, 2" o IN WHS 7.790 s 62.32 LAST PRICE PD OIL, CUTT TN WHS septa 82 2.5 Onsen + 5.25, LAST. PRICE PD TAPE, TEFL N WHS” PR? gi24.0 jets oe 4.42 LAST PRICE PD SEALA IN WHS 1.840 3.68 LAST PRICE PO REVIEW 2.080 — 66.56 39106 042 : EVIEW .000 | : -00 0 000 pLua, : y RUBBER , Bet HOSE , FLEX sBRD, IN WHS 53.680 107.36 LAST PRICF PD VALVE, GATE, Z re ‘ foe IN “WHS 75.750 75.75 LAST PRICE PD , ae REVIEW 24.360 24.36 41916 017 EA eee EA NBO*T-413-Y 1 IN WHS 5.550% a 5.55 LAST PRICE PD REVIEW ~365 : 46.77 LAST PRICE PD IN WHS -058 V.42-LAST PRICE PO ~ REVIEW 13.90 LAST PRICE PD a 12.15 LAST PRICE PD LAST PRICE PD COST UNKNOWN 600-0175 WASHER, 600-0137 NUT, HEX 1498.87 56S PI 7190 — NORTHWEST LININGS & GEOTEXTILE PRODUCTS | 20222 87th AVE. SOUTH KENT, WA 98031 206-872-0223 August 20, 1985 Alaska Village Electric 4831 Eagle Street Anchorage, AK 99503-7497 ATTENTION: GEORGE ROONEY SUBJECT : OIL CONTAINMENT MEMBRANES Gentlemen: For your application we have supplied OR-CPER. This material is specifically formulated for oil containment and comes with a twenty year warranty (sample enclosed). In earlier correspondence a reference to Hypalon has been made. Hypalon is an excellent product, but does not have the resistance to Hydrocarbons that the OR-CPER does and is, therefore, not generally used for those type applications. Hypalon is used primarily for potable water containment and containment of liquids with moderate levels of acids and other wastes. With high petroleum contents, Hypalon tends to delaminate due to its high liquid absorbtion fate. Both products have the same physical properties and perform otherwise the same. RN/ dm Enclosure Or-RESISTANT CPER IMPERMEABLE MEMBRANES CPER is a very good ‘membrane lining material with an Oil Resistant formula which lends itself to Oil Spill Containment applications. OR-CPER has found use in Waste Containment Ponds, Oil Dike and Pit Liners and areas where hydrocarbons are prevalent. OR-CPER also has been used in Tailings Ponds and Landfill Liners. OR-CPER is available in 30 Mil Non- Reinforced and 36 Mil Reinforced sheets. MANUFACTURING SPECIFICATIONS PROPERTY: SPECIFICATIONS TEST METHOD 10x10—1000 denier Polyester 1. Fabric count 2. Laminate thickness, inch .036+10%or ASTM D751 .045 + 10% 3. Tensile strength, Ibs. 200 ASTM D751 grab 4. Tear strength, Ibs. 80 ASTM D751 tongue tear 5. Ply adhesion, 16 ASTM D413 Ibs./2-inch wide spec. 6. Hydrostatic resistance, 300 ASTM D751 Ibs./S.E. 7. Low-temperature bend Pass ASTM D2136 8. Dimensional stability, 1 ASTM D1204 % change (max.) @ 212°F. 1 hr. 9. Ozone resistance No effect ASTM D1149 10. Seam strength, factory 170 ASTM D751 & field, Ibs. 11. Oil resistance ASTM 35% ASTM D417 # oil, max. weight gain 151 days 12. CPE, as percent of 50% @158°F total polymer, min. Mfr.’s Certification NON-REINFORCED 30 MILL SPECIFICATIONS AVAILABLE UPIN REQUEST 7) age 7 _OR-CPER Oil Resistant Dante Polyethelene Impermeable Membranes for Water, Chemical and Oil Containment ' Northwest Linings & Geotextile Products, Inc. { 20017 - 89th Ave. So., Kent, WA 98031 , (206) 872-0244 CPE-R-O STAFF INDUSTRIES; INC. 78 Dryden Road Upper Montclair, N. J. 07043 Standard Specifications for Staff Industrial Grade #3510 OIL-RESISTANT REINFORCED CHLORINATED POLYETHYLENE Plastic Linings and Covers o1 02 03 - GENERAL REQUIREMENTS The work covered by these specifications consists of installing a reinforced oil-iesist- ant chlorinated polyethylene (CPE-R) plastic lining in the structures where shown on the drawings or directed by the Engineer. All work shall be done in strict accordance with the drawings and these specifications and be subject to the terms and conditions of the contract. - MATERIALS A. General. The materials supplied under these specifications shall be first quality products designed and manufactured specifically for the purposes of this work, and which have been satisfactorily demonstrated by prior use to be suitable and dura- ble for such purposes. The contractor shall, at the time of bidding, supply the Engi- neer with the name of the lining fabricator and, later, a certified test report fram the sheeting producer that the sheeting meets these specifications for durable lining and cover material. B. Description of Oil-resistant Reinforced Chlorinated Polyethylene (CPE-R) Materials Oil-resistant reinforced CPE-R plastic lining shall consist of widths of calendered CPE-R sheeting fabricated into large sections by STAFF INDUSTRIES, INC., Upper Mont- clair, N. J., 07043, by means of CPE-solution-bonded factory seams into a single piece or into the minimum number of large pieces to fit the facility. The CPE-R sheet shall be made by encapsulating reinforcing fabric between two sheets of 15 mil or heavier- gauge CPE-R shéeting, made from a composition of which Dow Chemical CPE is at least 50% by weight of the finished sheeting. - MINIMUM MANUFACTURING. SPECIFICATIONS A. The reinforced CPE-R shall be made by calender-laminating CPE sheeting on both sides of polyester fabric to give the following properties for Staff #3510 Industrial Grade Oil-resistant sheeting: Min. Manufacturing PROPERTY SPECIFICATIONS TEST METHOD 1. Fabric count 10x10-1000 denier polyester 2. Laminate thickness, inch -036 + 10% or ASTM D751 -045 + 10% : 3. Tensile strength, lbs. (min.) 200 — ASTM D751 grab method 4. Tear strength, lbs. (min.) 80 ASTM D751 tongue tear method 5. Ply adhesion, lbs./2-inch wide 16 ASTM D413 specimen, (min.) Machine method ; Type A 180 deg. peel 6. Hydrostatic resistance, lbs./ 300 ASTM D751 sq. inch, (min.) 7. Low-temperature bend Pass ASTM D2136 Eol/8" mandrel 4hrs. @-25 F 8. Dimensional stability, % change i ASTM D1a04 (max. ) @212 F, lhr. 9. Ozone-resistance No effect ASTM D1149, 3 ppm. @ 30% : strain @104°F, 72 hrs. 10. Seam strength, factory & field, lbs. 170 ASTM D751 11. Oil resistance ASTM #3 oil, max. 35% ASTM D417 weight gain ; 151 days @ 158°F 12. CPE, as percent of total 50% polymer, min Mfr.'s certification , ‘ araanad 04 05 ~ FACTORY FABRICATION The reinforcing fabric shall be laminated between the two chlorinated polyethylene (CPE) sheetings so that the edges of the scrim are encapsulated 1/2" + 1/4" so that no exposed ithe scrim shows on the edge. -h-width of rei: “urced CPE so made shall be CPE-solution- 2 bonded to the next width by STAFF INDUSTRIES, INC., Upper Montclair, N. J., utilizing - lap joints a minimum of 1 1/2" scrim-to-scrim and with. the encapsulated edges bonded on both top and bottom edges. Seams shall be lengthwise so as to minimize the joining of cut ends of large panels. Seam strength shall be at least 170 pounds by ASTM D751. The lin- ing shall be accordion-folded into heavy cardboard boxes or wooden boxes, for shipping purposes. - INSTALLATION OF CPE LINING A. General. The CPE lining shall be placed over the prepared surfaces to be lined in such a manner as to assure minimum handling. It shall be sealed to all concrete structures and other openings through the lining in accordance with details shown on drawings submitted by the contractor and approved by the Engineer. The lining shall be closely fitted and sealed around inlets, outlets, and other projections through the lining. Any portion of lining damaged during installation by any cause shall be removed or re- paired by using an additional piece of lining, as specified hereinafter. g 1. Field Joints. Lap joints shall be used to seal factory-fabricated linings of rein- forced CPE together in the field. All field joints between sections of CPE lining shall be made on a supporting smooth surface such as a board and, unless the weath- er is warm and the sun shining brightly, heat guns shall be used to make the sealing temperature at least 100°F. Field seams shall be rolled during heating to effect a satisfactory bond of full strength. The lap joints shall be formed by lapping the edges of pieces a minimum of 1 1/2" scrim-to-scrim. -The contact surfaces of the pieces shall be wiped clean to remove all dirt, dust, moisture, or other foreign ma- terials. Sufficient STAFF CPE-to-CPE bonding solution shall be applied to both con- tact surfaces in the joint area and the two surfaces pressed together and rolled. Any wrinkles shall be smoothed out and any cut edges of the reinforced CPE shall be sealed with a flood coat of CPE solution to prevent wicking. 2. Joints to Structures. All curing compounds and coatings shall be completely removed from the joint area. Joining of CPE to concrete shall be made with STAFF CPE-to-concrete adhesive and mechanical fasteners. Unless otherwise shown on the drawings, the minimum width of concrete shelf provided for the cement joint shall be 4 inches. For all shapes like pipe boots that require extensibility, unrein- forced CPE shall be used. 3. Repairs to CPE. Any necessary repairs to the CPE shall be patched with the lining material itself and STAFF CPE-to-CPE bonding solution. The bonding solution shall be applied to the contact surfaces of both the patch and lining to be repaired and the two surfaces pressed together immediately, heated, and rolled. Any wrinkles shall be smoothed out. 4. Quality of Workmanship. All joints, on completion of the work, shall be tightly bonded. Any lining surface showing injury due to scuffing, penetration by for- eign objects, or distress from rough subgrade shall, as directed by the Engineer, be replaced or covered and sealed with an additional layer of CPE of the proper size. B. Technical Assistance. A representative of the company furnishing the plastic lining shall be present during the entire installation procedure and shall provide technical assistance for the installation of the lining. 050381-CPE-R-O