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Home My WebLink AboutSt George Bulk Fuel 2002_vtAAONAARAK,22 ' 'AAKA LOL Mo OY SS OEE KAA eB qe 1 x 14 x onan ia i. tre. =|"Se aOOKAxeereoS<>< St Ceovge [00 -200k gedens sold S-t1 wy).Cured +06 od od grdons )cot City uses |O0Ok 9g ellonsg .annwally a Te nag pelly on boned J Ook ta ey eure, pE -Kos cited Delbkx Weston=rges obs ver yeer=recud Debtn.barge B 5m gat no Cr mall barge),; vOY David Lockard From:David Lockard Sent:Friday,February 22,2002 4:49 PM To:'c.eggener@ce2engineers.com' Cc:Bob Dryden (E-mail);David Lockard;Chris Mello Subject:ST GEORGE INFO Chuck/Bob- |discussed the scope with Max Malavansky (City Administrator)and with Bob Dryden (I think)last summer.If it hasn't changed,it will include upgrades to the City's 4,000 gallon tank at the powerplant to bring it into code compliance,and an inspection of the City dock fuel header (owned by Delta Western but on city property)for code compliance and life/health/safety concerns.This is the scope that Max requested last year. |would like to see a letter describing the scope back to me with additional detail based on your inspection of the facilities and more recent discussions with Max. It should include a cost estimate,and a proposed schedule.|anticipate that the tank renovations would be done by CE2 employees under our CM contract and the dock inspection may be done by you or by a sub. No need to contact Delta Western because their tank farm is a C-plan facility and therefore outside the scope of our program.What kind of facilities does St. George Tanaq Corporation own? David -----Original Message----- From:c.eqgener@ce2engineers.com [mailto:c.eqqgener@ce2engineers.com] Sent:Friday,February 22,2002 1:17 PM To:David Lockard (E-mail) Cc:Bob Dryden (E-mail) Subject:RE:ST.GEORGE David, |reviewed video |took in St.George with Bob Dryden.Bob has been tasked with putting together a list of deficiencies/recommended improvements. However it occurred to me that none has been in contact with the owners of the tank farm (Delta Western and St.George Tanaq Corp.?7?)to see if they are interested in the REG program--unless you have spoken with them. Please advise how you would like to see us proceed.If you want us to develop recommendations,let's discuss format,budget,etc.|presume that the effort will be less than for a full blown CDR.Do you have an example of the type of work product you would like to see produced? From:David Lockard [mailto:DLockard@aidea.org] Sent:Friday,February 22,2002 11:45 AM To:'CE2-CHUCK EGGENER' Cc:David Lockard;'Bob Dryden (E-mail)' Subject:ST.GEORGE Chuck- |noted in an invoice that you had collected information during your St. George trip. Please letme know when you will be able to provide a summary and recommendations. Thanks, David 06-May-02 DCRA,Division of Energy Page 1 2:47 PM Bulk Fuel Community Database Printed by ADMIN Comm.Code:33451 Community:|Saint George COMMUNITY DATA: lation:146Population NATIVE AFFILIATIONS: Elec.Dist.:Corp.for Profit:(Aleut Corp.| ion:Sw :Region:|SW Corp.Non-Profit:[Aleutian/Pribilof Isiands Association | BF Inventory Complete?.. -: [To be Evaluated |Village Corp.:[St.George Tanaq Corporation |!IRA or Trad.Coun.:[Aleut Community of St.George Island |: Other Affiliations:(Aleutian Housing Authority | 6 changes: , Fuel Suppliers:|| Consolidation Opportunities?[Majority of fuel in St.George already consolidated in TF#6.Consilidation potential of remaining 4 faci | Owner Name and Address: TANK FARM SUMMARY: Tank Total Latest Eval Latest Estimate Owner Type Farm ID Capacity or Action Date of Cost to Fix {3 ||4,000]{11/5/2000 ||$0 |[Second class city [6 |[1,066,200][|11/2000 ||||Fuel sales [7 ]|5,200)|11/6/2000 |||[Dirt Farm | 8 1,000][11/5/2000 |]|][School "| [9 ||2,000]|11/6/2000 «|=[|[Airlines | HISTORICAL FUNDS: Approp.:Year:Expenditures:Comments: [32394 ||1991 |[$18,504 ||St.George BF Assessment LC81826704 TANK FARMS: ID:3 Owner Type Code:Owner For Profit?:Capacity Total (gal):4,000 Owner Type:[Second class city |Diesel (gal):4,000 Gas.(gal):0 Other (gal):0 Owner Phone #'s: City of St.George P.O.Box 929 Saint George Is!and,AK 99591 [859-2263,fax 859-2212 Other Entities: I Tank Farm Description: [Consists of one horizontal,double wall,welded steel,skid mounted tank on grade. 06-May-02 DCRA,Division of Energy2:47 PM Bulk Fuel Community Database Page 2 Printed by ADMIN O-Comm.Code:33451 Community:|Saint George Evaluation -.Evaluation Points Assigned :Remaining Cost : Date =|Site |Diking |Found.|Tanks ||Piping |Electr.|LHS |Total _to Fix [152000}{o ||o |j{o }|{o ][10 |{o |{[10 |[2 |[$0 Deficiencies and Recommendations: No warning or identification signs -none Fire Extinguishers -none Improper valve material (bronze)bronze valve on supply line into plant No flex connectors at tanks -none Improper supports -11'span of overhead piping unsupported (1"threaded) Valves not locked -none No pressure relief -none No EPA SPCC-not availableNoCGOpsmanual-truck filled No EPA FRP-truck filledNoCGFRP-truck filled 06-May-02 DCRA,Division of Energy Page 3 2:47 PM Bulk Fuel Community Database Printed by ADMIN oOo Comm.Code:33451 Community:|Saint George ID:6 Owner Type Code:Owner For Profit?:Yes Capacity Total (gal):1,066,200 Owner Type:Fuel sales |Diesel (gal):1,015,200 Gas.(gal):25,500 Other (gal):25,500 Owner Name and Address:Owner Phone #'s: St.George Delta Fue!Co.(859-2318,Fax 859-2455P.O.Box 70438 Seattle,WA 98107 Other Entities: Tank Farm Description: Other fuel is JET -A Consists of two vertical,single wall,welded steel,double bottom tanks on sand and gravel pads.This facility also consists of two horizontal,single wall,welded steel skid mounted tanks on sand and gravel pads. Remaining Cost : Site.|Diking ,|Found.|Tanks |Piping |Electr.|LHS |Total |toFix Evaluation ;Evaluation Points Assigned Date | [162000 ][0 |[20 ||5 ]|{1 |[40 |[10 |[30 |[115]| Deficiencies and Recommendations: Inadequate diking -liner does not appear to run beneath tanks.Torm liner in spots Inadequate separation tank to well/building/prop.line -dispensing/bulk tank less 75'property line Inadequate fencing -6'4 fence without barbed wireOoWiringnotNECcompliant-romax to some area lightingDikedrainvalvenotclosed/locked -dike drain valve open and unlocked No warning or identification signs -no signs Fire Extinguishers -broken extinguisher at dispenser Tanks exceed capacity for dispensing facility -25,000 gallon bulk tank piped to dispenser No anti-siphon or solenoid valve on disp.Tanks -none No shear/fusible link valve -none Severe tank damage or rust -tanks and piping need sandblast and paint No emergency venting No flex connectors Tanks not labeled.-no labels Improper supports -some cinder block and 2x4 supports Valves not locked -no locks in tank farm No check valve at fill point -no check valves No fill drip pan 84 gallons Required -none on two of four headers Rubber hoses used in tank manifolding -Jet -A bulk tank filled and dispensed with hose Piping rusted.Needs sandblasting and paint No EPA SPCC -has No CG Ops manual -N/A No EPA FRP -N/A No CG FRP -N/A 06-May-02 DCRA,Division of Energy Page 4 2:47 PM Bulk Fuel Community Database Printed by ADMIN O-Comm.Code:33451 Community:|Saint George ID:7 Owner Type Code:Owner For Profit?:Capacity Total (gal):§,200OwnerType:[Dirt Farm Diesel (gal):5,200 Gas.(gal):0 Other (gal):0 Owner Name and Address:Owner Phone #'s: St.George Tanaq Corporation (859-2224,Fax 859-2230 |2600 Denali Street,Suite 300 Anchorage,AK 99503 Other Entities: Tank Farm Description: [One horizontal,double wall,welded steel skid mounted tank on grade. Evaluation ee _........Evaluation Points Assigned :Remaining CostPate|Site,|Diking ||Found.||Tanks |Piping |Electr.|LHS |Total |toFix” [12000|[9 ]{o |[o J{o }f 2 |[o j{2 |[40 || Deficiencies and Recommendations: Inadequate fencing -none No warning or identification signs -none Fire Extinguishers -none No overfill protection or spill basin Improper valve material (bronze)bronze valve Tanks not labeled -none Top fill -no spill basin Valves not locked -none Rubber hoses used in tank manifolding No EPA SPCC -N/A No CG Ops manual -truck filled No EPA FRP-truck filledNoCGFRP-truck filled 06-May-02 DCRA,Division of Energy Page 5 2:47 PM Bulk Fuel Community Database }Printed by ADMIN O-Comm.Code:33451 Community:|Saint George ID:8 Owner Type Code:Owner For Profit?:Capacity Total (gal):1,000 Owner Type:[School |Diesel (gal):1,000 Gas.(gal):0 Other (gal):0 Owner Name and Address:Owner Phone #'s: Pribilof School District 859-2229.Fax 859-2228 | Pouch 905 St.Paul,AK 99660 Other Entities: Tank Farm Description: [One horizontal single wall,welded steel,skid mounted,diked tank on grade. _ Evaluation Points Assigned Date |Site |Diking |Found.|Tanks |Piping |Electr.|LHS |Total[17672000]|o |{[o |[{to |[1 ][30 ][{o |[10 ]{6 || Deficiencies and Recommendations: Inadequate fencing -section of fence missing No warning or idenitification signs -no signs Fire Extinguishers -none Remaining Cost to Fix : Evaluation No overfill protection Severe tank damage or rust -tank appears to have severe surface rust No emergency venting -none on either primary or secondary No flex connectors at tanks -none Tanks not labeled -none Top fill -no spill basin Improper supports -8'span of sopper pipe not supported Copper pipe and tubing fuel oil supply and return No EPA SPCC -N/A No CG Ops manual -truck filled No EPA FRP-truck filledNoCGFRP-truck filled 06-May-02 2:47 PM Comm.Code:33451 ID:9 Owner Type:{Airlines Owner Name and Address: Peninsula Airways,Inc. 6100 Boeing Avenue Anchorage,AK 99502 Other Entities: Tank Farm Description: DCRA,Division of Energy Page 6 Bulk Fuel Community Database Printed by ADMIN Community:Saint George Owner Type Code:Owner For Profit?:Capacity Total (gal):2,000 '|Diesel (gal):2,000 Gas.(gal):0 Other (gal):0 Owner Phone #'s: [243-2485,Fax 243-6848 Diesel is JET -A.Consists of one horizontal,double wall,welded steel skid mounted tank on grade.| Evaluation Points Assigned :Remaining Cost |Evaluation_pate |ste |Diking |Found.|Tanks |Piping |Electr.J LHS |Total(-t7er2000 Jf{0 jf oo ale qjpe jeg ole oC to Fix Deficiencies and Recommendations: Inadequate fencing -no fence Inadequate traffic protection -none. No EPA SPCC-Not availableNoCGOpsmanual-truck filledNoEPAFRP-truck filledNoCGFRP-truck filled Inadequate lighting for night operations - Inadequate separation dispensing tank to dispenser -10'between tank and dispenser no lights [LL St.George Bulk Fuel Storage Assessment Report Site Assessment:11/5,6,7/00 4.0 VILLAGE OF ST.GEORGE A tank farm assessment report for the City of St.George was prepared for the Alaska Energy Authority in November 1991.Subsequently,most of the facilities identified in the previous assessment have been removed.Tank farms #6 through #9 are new facilties that are not included in the 1991 assessment.The numbering system used for this assessment uses the same tank farm numbering sequence as used in the previous bulk fuel assessment.As indicated below,there are currently five bulk fuel facilities identified in St.George.These facilities are owned and operated by: Removed (City of St.George) Removed (City of St.George) City of St.George -Power Plant Removed (Gas Station) Removed (Airport) Delta Western /St.George Tanaq Corporation St.George Tanaq Corporation Pribilof School District .Peninsula Airways,Inc. 11.Removed (City of St.George) 21.Removed (City of St.George) 21.Removed (City of St.George)OMNOOARWN>There is no known flooding in St.George. The Village of St.George has one airport,which is approximately 5 miles southwest of the City Office.The airport consists of one landing strip and a DOT equipment building. St.George currently has one dock. The City of St.George provides electricity to the community.The power plant is located approximately 50 feet from City Hall.The School is approximately 300 feet from the power plant.The City currently uses waste heat from the power plant to heat City Hall and the Garage.Due to the proximity of the school to the power plant,the potential to provide waste heat to the school appears good. St.George Bulk Fuel Storage Assessment Report Site Assessment:11/5,6,7/00 4.3.TANK FARM NUMBER 3 -CITY OF ST.GEORGE The City of St.George owns and operates Tank Farm #3 located at the power plant, which stores diesel fuel for electric generation.The underground storage tanks reported in the 1994 bulk fuel assessment have been removed and replaced with an above ground double wall tank.Tank Farm #3 consists of one horizontal,double wall, welded steel,skid mounted tank on grade.Delta Western typically brings fuel to St. George by barge and delivers it to this facility and throughout the community by a fuel truck.The tank in this facility is top filled through a 4”bung with a spill catchment basin, fill limiter and a quick connect.Fuel is withdrawn and returned from the top of the tank through two 4”bungs with bushings and 1”overhead threaded steel piping to the power plant.There is a 1”threaded bronze ball valve in one of the overhead lines to the power plant.There are no pressure relief valves or flex connectors in the threaded piping.The primary tank is equipped with a 2”bung with a clock gauge,and a 2”bung with a gauge hatch.The primary tank is normally vented through a 2”bung with a vent, and emergency vented through a 6”bung with an e-vent.The secondary containment tank is emergency vented through a 6”bung with an e-vent.This tank is equipped with a 4”plugged bung low on one end,and a 1”plugged bung and a 2%”plugged bung low on the other.This tank has no water draw or manhole.The overall condition of the tank in this facility is good.This facility has security fencing,but the gate is unlocked. This facility has no fire extinguishers or area lighting.A SPCC plan was not available. TANK FARM 3,ST.GEORGE ALASKA TANK NO.DIAMETER (FT)HEIGHT/VERTICAL/GASOLINE/|CALCULATEDLENGTH|HORIZONTAL |HEATING CAPACITY (FT)FUEL (GALLONS) 1 6'-4”17-0”.H HF 4,000 Total (gal)4,000 St.George Bulk Fuel Storage Assessment Report Site Assessment:11/5,6,7/00 46 TANK FARM NUMBER 6 -DELTA WESTERN /ST.GEORGE TANAQ CORP. Delta Western /St.George Tanaq Corporation Joint Venture own and operate Tank Farm #6 which stores diesel fuel,gasoline and AVGAS for retail sales.Diesel fuel and AVGAS are delivered to customers in the community by a fuel truck,and gasoline is dispensed on site.Tank Farm #6 consists of two vertical,single wall,welded steel, double bottom tanks on sand and gravel pads.This facility also consists of two horizontal,single wall,welded steel skid mounted tanks on sand and gravel pads.All tanks in this facility are contained in a lined gravel and sand dike approximately 4'high. Although the dike appears to be of adequate capacity,the liner is torn in places and may not be liquid tight.The dike drain is open and unlocked.The liner is also cut around the bottom of the vertical tanks and does not run beneath them.Delta Western typically brings fuel to St.George by barge and delivers it to this facility by one of five marine headers approximately 800 to 2,500 feet to the south.None of the marine headers have check valves and only two of the marine headers have spill drip pans. Tanks #1 and #2 are bottom filled/withdrawn through two 6”steel valves and 6”welded steel pipe.The 6”pipes run above grade to a pump house and a truck rack for filling the delivery truck.Prior to reaching the marine headers the fill lines transition to 4” welded steel coated below grade pipes.Tanks #1 and #2 have a 2”bottom flange with plugged stainless steel ball valve,and a 28”manway.On their roofs,Tanks #1 and #2 are equipped with an 8”normal vent,an 8”emergency vent,a 24”manhole,and a 6” flange with electronic level sensor.Tanks #1 and #2 have stairs to their roof and a catwalk between them.Tank #3 is top filled by hose through a 3”bung with a fill limiter to a threaded stainless steel ball valve and quick connect.Tank #3 is bottom withdrawn by hose through a 3”flange to 2”threaded steel ball with a quick connect.Tank #4 is top filled through a 3”bung with a fill limiter to 2”welded and threaded common fill and distribution steel pipe.Tank #4 is bottom withdrawn through a 3”flange with a steel ball valve to the 2”fill and distribution line.The 2”welded and threaded fill and distribution line runs above grade to the marine header.Prior to the marine header,1”threaded steel pipe runs from the fill and distribution line to a dispenser.The dispenser face panels are missing,and its components are exposed to the weather.The lighting at the dispenser appeared inadequate for night operation,and the fire extinguisher is broken. Tanks #3 and #4 are normally vented through a 4”bung with a 3”vent,and emergency vented through a 24”manhole with long bolts and springs.Tanks #3 and #4 are equipped with a 4”bung with a clock gauge,a threaded 1”water draw with a steel ball valve,and a 4”bung with a gauge hatch.There is a catwalk and ladder between Tanks #3 and #4.There are no flex connectors on any of the piping in this facility.The overall condition of the tanks in this facility is fair.The tanks and piping are rusting and are in need of sandblasting and painting.This facility has security fencing,but no warning signs,no fire extinguishers and the tanks are not labeled.A SPCC plan was available. St.George Bulk Fuel Storage Assessment Report Site Assessment:11/5,6,7/00 4.7 TANK FARM NUMBER 7 -ST.GEORGE TANAQ CORPORATION The Tanaq Corporation owns and operates Tank Farm #7 which stores diesel fuel to run the heaters at the soil remediation project.Tank Farm #7 consists of one horizontal,double wall,welded steel skid mounted tank on grade.Delta Western typically brings fuel to St.George by barge and delivers it to this facility and throughout the community by a fuel truck.The tank in this facility is top filled by hose from the fueltruckthrougha4”bung with a quick connect.This tank is not equipped with a fill limiter or spill catchment basin.Fuel is bottom withdrawn through a 1”threaded bung and 1” bronze gate to a ball valve to a filter and to rubber hose.Fuel is also top withdrawn though a 4”bung with threaded pipe to rubber hose.The pair of rubber hoses run above grade to the heaters without any traffic protection.The primary tank is normally vented through a 4”bung with vent.Both the primary and secondary containment tank are emergency vented through 8”flanges covered with plastic and duct tape.This tank is equipped with a manhole,a 2”plugged bottom bung,and a 4”plugged top bung. The overall condition of the tank in this facility is good with no rust.This facility has no security fencing,no warning signs,no fire extinguishers,no locks on the valves,and the tank is not labeled.A SPCC plan was not available. TANK FARM 7,ST.GEORGE ALASKA TANK NO.DIAMETER (FT)HEIGHT/VERTICAL/GASOLINE/|CALCULATEDLENGTH|HORIZONTAL |HEATING CAPACITY (FT)FUEL (GALLONS) 1 8'-0”14'-0”H HF 5,200 Total (gal)5,200 St.George Bulk Fuel Storage Assessment Report Site Assessment:11/5,6,7/00 4.8 TANK FARM NUMBER 8 -PRIBILOF SCHOOL DISTRICT The Pribilof School District owns and operates Tank Farm #8 used to store heating fuel for the school.Tank Farm #8 consists of one horizontal,single wall,welded steel,skid mounted,diked tank on grade.Delta Western typically brings fuel to St.George by barge and delivers it to this facility and throughout the community by a fuel truck.The tank in this facility is top filled by hose from the fuel truck through a 4”bung with fill cap. This tank is not equipped with a fill limiter and spill catchment basin.Fuel is top withdrawn and returned through two 2”bungs with above grade 1”copper pipe and 3/8” copper tubing to the school.This tank is equipped with a 4”bung with electronic level sensor and a 2”plugged bung.Both the primary tank and the secondary containment tank are normally vented through a 2”bung with a vent,but neither is equipped with emergency vents.The secondary containment tank has 3”plugged bungs low at each corner.At the top,the secondary containment tank has 2”plugged bungs at three corners,and one 6”plugged bung at one corner.There are no flex connectors or water draws on the tank at this facility.The overall condition of the tank in this facility is poor. The tank is rusting and in need of sandblasting and painting.This facility has security fencing,but a section of the fence is missing.This facility has no warning signs,no fire extinguishers and the tank is not labeled.A SPCC plan was not available. TANK FARM 8,ST.GEORGE ALASKA TANK NO.DIAMETER (FT)HEIGHT/VERTICAL/GASOLINE/|CALCULATEDLENGTH|HORIZONTAL HEATING CAPACITY (FT)FUEL (GALLONS) 1 3'-9”12'-2”H HF "1,000 Total (gal)1,000 St.George Bulk Fuel Storage Assessment Report Site Assessment:11/5,6,7/00 4.9 TANK FARM NUMBER 9 -PENINSULA AIRWAYS,INC. Peninsula Airways,Inc.,owns and operates Tank Farm #9 used to store JET-A for fueling airplanes.Tank Farm #9 consists of one horizontal,double wall,welded steel skid mounted tank on grade.Delta Western typically brings fuel to St.George by barge and delivers it to this facility and throughout the community by a fuel truck.The tank in this facility is top filled by hose from the fuel truck through a 4”bung with a spill catchment basin,fill limiter and a quick connect.Fuel is top withdrawn through a 2” threaded steel distribution pipe connected to the side of a 24”manhole.The distribution pipe runs above grade to an enclosed dispenser enclosure approximately 10'from the tank.The condition of the dispenser,piping and wiring inside the enclosure is unknown.The distribution piping is equipped with a solenoid valve and flex connectors.Fuel can also be top withdrawn through a 1"bung with a rotary hand pump,hose and nozzle.Both the primary tank and secondary containment tanks are normally vented through 2”bungs with vents,and are emergency vented through 6” bungs with e-vents.This tank is equipped with a 2”plugged top bung.The overall condition of the tank in this facility is fair.The tank and piping is rusting and in need of sandblasting and painting.This facility has no security fencing,no traffic protection and no area lighting.A SPCC plan was not available. TANK FARM 9,ST.GEORGE ALASKA TANK NO.DIAMETER (FT)HEIGHT!VERTICAL/GASOLINE/|CALCULATED LENGTH HORIZONTAL HEATING CAPACITY (FT)FUEL (GALLONS) 1 5'-5”12'-0”H JETA 2,000 Total (gal)2,000 St.George Bulk Fue!Storage Assessment Report Site Assessment:11/5,6,7/00 TANK FARM 6,ST.GEORGE ALASKA TANK NO.DIAMETER (FT)HEIGHT/VERTICAL/GASOLINE/CALCULATEDLENGTH|HORIZONTAL HEATING CAPACITY (FT)FUEL (GALLONS) 1 60'-0”24'-0”V HF 507,600 2 60'-0”24'-0”V HF 507,600 3 41'-0”36'-0”H JETA 25,500 4 11'-0”36'-0”H GAS 25,500 Total (gal)1,066,200 CE2 Engineers,Inc. May 6,2002 David Lockard Cie Gs fAEA/REG Elles We || 813 W.Northern Lights Blvd.AT Anchorage,AK 99503 MAY )8 2002 AIDEA/AEAREF:St.George Tank Farm November 2001 Field Inspection Notes Dear Mr.Lockard At your request,Chuck Eggener of CE2 Engineers,while on St.George Island on other business, conducted a quick inspection of the Delta Western Tank Farm located at the St.George Harbor in early November of 2001.He took video and still photos of the entire facility,as well as notes. Most of these comments come from review of field notes,video,and photographs from that trip. This inspection was not intended to be There are two large tanks which appear to hold diesel,perhaps #2 Diesel in one and #1 Stove oil in one.These two large vertical tanks are 60'in diameter and 24 ft.high,each providing about 507,000 gallons of shell capacity.These tanks exhibit a deteriorated external finish with substantial rust showing at the weld seams.The ladders and walkways on the tanks are very corroded.There is no railing around the tops of the tanks,making it dangerous to work on the roof during icy and windy conditions,common in St.George.These tanks are equipped with "atmospheric gooseneck vents”which are legal with fuel oil,but allow accumulation of large amounts of water in the tanks due to condensation of water vapor from air moving freely in and out of the tanks.Conservation vents would be more appropriate to limit such airflow.These vertical tanks are equipped with Varec 2500 B float and cable type float gauges,which appear to have a high level alarm function.This is not legal to have the high alarm and the primary gauge as a single unit.They must be independent in function. There are two smaller horizontal,skid mounted tanks,which appear to contain gasoline.These look to be perhaps 20,000 gallons each.The tanks appear to have fill limiting "Solo”type valves on the top fill points.These smaller tanks are in reasonable condition.Although the paint has failed on the skids and saddles,the main tank shell seems to have held up. The piping to the dock area is somewhat perplexing because part is buried.It appears there are separate above ground 6”headers to each large vertical tank.There are two two inch lines which appear to be cargo and service lines going to the two horizontal tanks for gasoline.All four lines run parallel to the roadway just outside the road guard rail.There is a tap downward into the ground just short of the actual marine header,which appears to continue underground out to two separate fueling points along the side of the harbor.There are 4”headers which appear to be service headers for the sale of large volumes of fuel to large boats or floating processors,and at two spots are hose cabinets with nozzles and hose reels,probably for servicing boats.The 6” cargo lines are also used as service lines to feed these sales points in the harbor and the truck rack.All the piping,valves,service cabinets,etc.are extremely corroded. P.O.Box 232946 «Anchorage,AK 99523-2946 (907)349-1010 ©Fax:(907)349-1015 CE2 Engineers,Inc. Page 2 of 2 April 3,2002 The 6”marine headers and 2”marine headers have no check valves and no drip pans.The lines appear to have been coated at one time,but are presently very corroded.The underground lines have been coated with yellow polyethylene and the coating showing above ground appears to be in good condition.There is no evidence of any cathodic protection system,although this could have been easily missed. Security fencing is in place,but with very irregular spacing to the ground,allowing entry under the fence in several places.The fence appears to be six or eight feet high,but has no barbed wire at the top.Six feet would be too short and eight feet would be legal,but fencing without the barbed wire top does not effectively protect from entry. There is some security lighting on the crosswalk between tanks and several fixtures along the fence line,but we don't know if the lights work.The minimal number of fixtures in evidence would lead us to believe that the area is not sufficiently lighted for security. The truck rack is an open structure with the corrugated roof covering blown away.A top fill nozzle is mounted on a high platform without safety railing.The entire rack is extremely corroded to the extent that reduction in structural strength could be a concern.The truck rack appears to dispense only one product and this is most likely #1 fuel oil for sale to the town heating customers and the town power plant.There were no warning signs or markings to indicate fuel type handled.The truck rack is equipped with a large concrete containment for the tanker truck and this appears to sealed,judging from the puddles present in the pictures.It appears the tank truck must drive under the rack and then back out,which is a code violation. No truck grounding fixtures were seen in the pictures but my be present. Near the truck rack are two service station type fuel dispensers.It appears one is an original pump and one is a newer pump.One pump is marked "Diesel”.It is possible that one pump dispenses gasoline and one dispenses diesel or that one pump has been abandoned for a newer unit.There is non code compliant open wiring lying on the ground between the pumps.No dispensing tanks are readily visible,leading us to the conclusion that diesel and/or gasoline is being dispensed directly from the large storage tanks,a fire code violation. There were virtually no signs or labels evident.The tanks should be numbered and the volume and type of product stored clearly painted on the tank shells.The piping was not labeled,even at the cargo headers.Only one dispenser was labeled. The tank farm secondary containment dike and base is built with volcanic scoria,which is very porous,virtually without fine material.This material can make up a good stable dike,but containment is totally dependent on the impervious liner used.Many of the rocks visible in the dike are very large,a foot or two in diameter,and sharp.There is no evidence that a finer select material was used under the liner or that a geotextile fabric was used to protect the liner.There are no puddles of rain water in the containment area which is probably indicative of a leaking liner.The liner is quite loose on the dikes and seems to be in questionable condition.I was on site shortly after the initial construction,before any ballast was placed on top of the liner,and the wind was whipping and snapping the liner almost as high as the tank tops.There may be tears under the ballast which is now in place. P.O,Box 232946 «Anchorage,AK 99523-2946 ©(907)349-1010 ©Fax:(907)349-1015 CE2 Engineers,Inc. Page 3 of 3 April 3,2002 In summary: The tanks,piping,and virtually everything metal in the facility need to be sand blasted and painted.The tanks and piping are probably in relatively good condition and could be salvaged by painting and proper maintenance. The truck rack and dispensing facilities should be replaced and a dispensing tank or tanks added. Bottom loading of the tank truck should be strongly considered to allow fueling from ground level and allowing standard overfill protection. The fueling points along the harbor need to be abandoned or cleaned up,painted,lubricated, etc. Check valves,drip pans,vents,etc.need to be added to bring the facility into compliance. The integrity of the secondary containment liner should be verified.The liner might need replacement which would entail lifting the tanks. ly, Robert E.Dryden P.E. P.O.Box 232946 «Anchorage,AK 99523-2946 ©(907)349-1010 ©Fax:(907)349-1015 P.| x oe *Transmission Result Report (MemoryTX)(Jun-t1.2002 3:22PM)*** /1)AIDEA/AEA .2) Date/Time:Jun-T1.2002 3:21PM File Page No.Mode Destination Pg (s)Result Not Sent 1924 Memory TX 92576266 P.3 OK Fax Tet Max Malavansiy-St.George [stand Frome DAVID LOCKARD,269-4541 Fac 2574256 Bate June 11,2002 Pheast Pages:3 Re:ca CUrgert =ForReview ([)Ficase Commont []Pteam Reply ([]Please Recycie Conmements: MAX. PLEASE REVIEW THE ATTACHED SCOPE OF WORK FOR THE POWERHOUSE TANK,IF YOU APPROVE,PLEASE SEND ME A LETTER ON CITY LETTERHEAD AUTHORIZING THE WORK THANKS, DAVIOLOCKARD PROJECT 813 West Northern Lights Bivd Anchorage,AK 99503 LVyF\Phone:907.269.3008 Fax:907.269.3044 Fax To:Max Malavansky-St.George Island From:DAVID LOCKARD,269-4541 Fax:257-6266 Date:June 11,2002 Phone:Pages:3 Re:cc: Llurgent [X]ForReview []Please Comment []Please Reply [_]Please Recycle Comments: MAX- PLEASE REVIEW THE ATTACHED SCOPE OF WORK FOR THE POWERHOUSE TANK.IF YOU APPROVE, PLEASE SEND ME ALETTER ON CITY LETTERHEAD AUTHORIZING THE WORK. THANKS, DAVID LOCKARD PROJECT MANAGER CE2 Engineers,Inc. May 28,2002 David Lockard REG/AEA 813 W.Northern Lights Blvd. Anchorage,AK 99503 Ref:St.George Power Plant 4000 Gallon Diesel Storage Tank -Code Compliance Work The inspection report on this tank was done November 11,2000 and Chuck Eggener took photos and a video when on the island in November of 2001.I have reviewed the photos,the video,and looked over the codes.It seems to me that many of the items mentioned in the inspection report would not apply to the single,relatively small diesel fuel tank being used at a power plant.| address the items per the inspection report: 1.No warning or identification signs. There should be labels stating the contents of the tank and that it is combustible.We recommend attaching vinyl adhesive signs,6”x 24”on each side of the tank with the words "Combustible”(red on white),and "Diesel”(black on white).These signs are stock items from ACE Tank and Supply.There should also be signs on the piping clearly showing the direction the fuel is running and at least the word "Return”on the return piping. Fire Extinquishers -none As I read the fire code,the level of protection must be analyzed and appropriate equipment provided.A small diesel tank in a cold climate with a vent 12 ft.in the air represents no significant fire hazard.The most likely problem would be during filling of the tank,and the problem would be with the truck.The tanker truck would normally be equipped with a fire extinguisher to handle such problems.The power plant should certainly have several 15 to 20 lb dry powder types extinguishers,which are kept inside the plant.A fire extinguisher mounted outside in the St.George weather would probably be rendered useless by corrosion in a few months. .Improper valve material (bronze)bronze valve on supply line into the plant. These valves should be replaced with cast steel. No flex connectors at the tank There is no reason to believe the system needs flexes in the piping.There is no permafrost and the tank is on well drained and thawed ground,with no evidence of settlement.At the time the piping changes are made the connection of the pipe at the building end should be checked to assure that some flexibility is available. P.O.Box 232946 e Anchorage,AK 99523-2946 ©(907)349-1010 Fax:(907)349-1015 . s CE2 Engineers,Inc. Page 2 of 2 May 28,2002 5.Improper supports -11'span of overhead piping unsupported (1”threaded) This does seem like a pretty long jump for 1”pipe,but it shows no evidence of sagging. We enclose a sketch of a unistrut frame to support the center of the piping run to the building. 6.Valves not locked Normally locking of valves has to do with fuel theft and fuel spillage.The valves in this case cannot spill or allow pilfering.The tank is inside a proper fence and the valves are very difficult to reach.The main concern would be closing the inlet valve which would stop the engines in the power plant,and closing the return valve which could overpressure the engine fuel systems.It is prudent to change the valves to a cast steel lockable type and to install pressure relief valves around the isolation valves. 7.No pressure relief We are not sure what is inside the power plant,but normally pressure reliefs are no needed.Since we are changing the isolation valves at the top of the tank anyway,it is a minor chore to add pressure relief valves around those valves. 8.No SPCC,CG Ops manual,FRP,CG FRP None of this would seem appropriate for this size tank,which is filled by truck. Attached is a preliminary cost estimate for this work.It is intentionally generous because the weather for working and for flying in St.George are not always cooperative. This is a very small task and I hesitate to make the engineering very formal.Please advise me on what level seems appropriate and what else you need to proceed. Yours truly, Robert E.Dryden P.E. Attachments:cost estimate (1 page),sketches (3 pages),catalog cuts (8 pages) P.O.Box 232946 e Anchorage,AK 99523-2946 ©(907)349-1010 ©Fax:(907)349-1015 St.George 05/28/2002 Upgrade the 4000 gallon fuel tank at the City Power Plant Unistrut Materials 1 fot.$300 Hilti Materials 1 lot..$150 Rothammer rental w/bits 1 lot.$200 Piping materials 1 lot.$200 Procurement 8 mh @ $52.50 $420 Expediting the material 10 mh @ $34.70 $347 Air freight on 500 Ibs,material +tools @ $1 per lb.$500 Air Fare to St.George,round trip $800 Misc.Support,mailing,etc.$500 Pipefitter with tools 2 days travel,5 days work 160 hr week @ $5,000 $5,000 Local Help 5 day work,10 hr,$23/hr $1,150 Total $9,567 RV GESCGAE -50SHEETS22-142100SHEETS22-144200SHEETS22-141&PIGTI727 , R/g" ROucie a ' eo K AS46 "Fo FASTENING Te CONCRETE WOU,USE tert (QU 304 ssce Y¥B-3%|CC Rune Bert UW) -onieraur.FUTTINGS ALC USEetLAZOCOSANZEE |3/a'! |KOuck&di} RADE OFR - a Ca DUT \ ST.GEowmot |S-ZB-OZ 50SHEETS22-142100SHEETS22-144200SHEETS22-141@NEEO MARKER SigKS - DIESEL ACE TANGONSlOFSDIESEL(S624D| Com UST]ALE -Gx24 BLACK oN LONI TE. 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Le Poe'FramingSystemfiberalassSystempecialMetats5PrimeAngleSystemProductJndexUNISTRUT tN h P1956 Continuous Weld P2484 W1/100 pcs:134 Lbs (60.8 kg)P2484W W1/100 pcs:134 Lbs (60.8 kg) (101.6)PC)16Ps1%e"(20.6)1 vet 4"(39.7) (101.6) : (22.2) e a Continuous /Weld - P1130,P1131 Pat "A”..."B”-Wi/100 pes Number In (mm)-in (mm)Lbs (kg) P1130 6%4 190 1683 1016 86.2 P1131 8%6 242 219.1 152.4 109.8 oo.24:Standard Dimensions for 1%"(41 mm)width series channel fittings (Unless Otherwise Shown on Drawing)-.; Hole Diameter:"e"(14.3mm);Hole Spacing -From End:"4c"(20.6 mm);Hole Spacing -On Center:174"(47.6 mm);Width:154"(41mm);Thickness:4*(6.4mm) UNISTRUT |, : | EY P1546,P2094 thru P2100 W1/100 pes:58 Lbs (26.3 kg)-|i »)Pat AB BE4Number.Degree (rad)..In (mm)In (mm)... s | P2094 82%"3%1"%s '|1.44 90.5 42.9 =e P2095 75°3%e 1'%6 38 1.31 90.5 42.9 eSP209667%"3%%a 1.18 88.9 44.5 :P2097 =«titiéS OP 3%%we:.(27.0).1.05 85.7 47.6 gz 'i ewe P2098 52149 3%2%e 25 &.Co:0.92 82.6 52.4 = a <=>P1546 45°3 2%=7 0.79 76.2 58.7 B By,P2099 37%"3%"%e =eyz0.65 88.9 46.0 ole a.P2100 37%8 2%2%an '0.65 68.3 66.7 = _32 .=oiP2101thruP2104W1/100 pcs:58 Lbs (26.3 kg)= ,at Part "Re BPNumber..Degree (rad)-.-In (mm)aah P2101 30°3% 0.52 82.6 , P2102 22%°3% 0.39 84.1 P2103 15°3% 0.26 84.1 P2104 7°3%=0.13 84.1 eeSe=eaiv Wt/100 pcs:58 Lbs (26.3 kg)EE aePat.A "2?t "Number.Degree (rad)©.In (mm)- ye P2105 82%"3% rs 1.44 81.0 Be7P210675°3%Sea"1.31 81.0 SS;P2107 67%"3%imi:1.18 79.4 a P2108 60°3%a2t=)1.05 79.4 Ss'P2109 52%"3i%s ae :0.92 77.8 r =)P1186 45°3%2 :0.79 79.4 Pe L P2110 37%"3 So Lx 0.65 76.2 ES9a . bP [a ccuicy Standard Dimensions for 1%"(41 mm)width series channel fittings (Unless Otherwise Shown on Drawing)25:Hole Diameter:%c (14.3mm);Hole Spacing -From End:'%c"(20.6 mm);Hole Spacing -On Center:174"(47.6 mm);Width:1%"(41mm);Thickness:'4°(6.4mm)Es Ae [KwikBoltneit Stud Anchor System - 304 Stainless Steel Kwik Bolt II' Min Ultimate Loads Allowable Wk Loads Bit |Anchor |Emb |Thread in 4000 psi Concrete?in 4000 psi Concrete?Qty Item No Description dia Length |Depth |Length |Hilti Drill Bit Emb Depth{Tension (tb)|Shear (Ib)|Emb Depth |Tension (Ib)|Shear (Ib)|Box/Ctn 00230984 -_-KB Il 304 SSCF 1/4-1-3/4 1/4"|1-3/4"|1-1/8")3/4"|TE-CX 1/4-6 1-1/8"1300 2200 1-1/8"350 590 100/909 00230985 KB Il 304 SSCF 1/4-2-1/4 1/4"|2-1/4"|1-1/8"|3/4"|TE-CX 1/4-6 2"2070 2200 2"§50 590 |100/909 00230986 KB Il 304 SSCF 1/4-3-1/4 1/4"|3-1/4"|1-1/8"|3/4"|TE-CX 1/4-6 2"2070 2200 2"550 590 1100/9 00230394 _-KB Il 304 SSCF 3/8-2-1/4 3/8"|2-1/4"|1-5/8"|7/8"|TE-CX 3/8-6 4-5/8"2050 4300 1-5/8"550 1150 }100/350 00230395 _-KB Il 304 SSCF 3/8-3 3/8"3"1-5/8"|1-1/8"|TE-CX 3/8-6 2-1/2"|4700 5000 |2-1/2"1250 1330 [100/400->00230396 _-KB Il 304 SSCF 3/8-3-3/4 3/8"|3-3/4"|1-5/8"|1-1/8"|TE-CX 3/8-6 2-1/2"|4700 5000 2-1/2"1250 1330 |100/400 :00230397 KB II 304 SSCF 3/8-5 3/8"5"1-5/8"|1-1/8"|TE-CX 3/8-12 |2-1/2"|4700 5000 2-1/2"4250 1330 |50/25000229232KBI304SSCF1/2-2-3/4 1/2"|2-3/4"|2-1/4"1-1/4"|TE-CX 1/2-6 2-1/4"|4800 7100 2-1/4"1280 1890 |50/200.9000220283 KB Il 304 SSCF 1/2-3-3/4 1/2"|3-3/4"|2-1/4"1 1-1/4"|TE-CX 1/2-6 2-1/4"|4800 7100 |2-1/4"1280 1890 |50/200fe"00229077 -«KB I 304 SSCF 1/2-4-1/2 1/2"|4-1/2"|2-1/4"|1-1/4"|TE-CX 1/2-12 |3-1/2"|8000 8340 |3-1/2"2130 2200 50/200. 00229234 KB It 304 SSCF 1/2-5-1/2 1/2"|5-1/2"|2-1/4"|1-1/4"|TE-CX 1/2-12 3-1/2"|8000 8340 |3-1/2"2130 2200 |25/12500045394__-KB Il 304 SSCF 5/8-3-3/4 5/8"|3-3/4"|2-3/4"|1-1/2"|TE-C+5/8-8 2-3/4"|6800 |12500 |2-3/4"1810 3330 |25/100 00045395 KB Il 304 SSCF 5/8-4-3/4 5/8"|4-3/4"|2-3/4"1-1/2"|TE-C+5/8-8 4"11000 |12500 4"2930 3330 |25/100 00045396 _-«KB Il 304 SSCF 5/8-6 5/8"6"2-3/4"|1-1/2"|TE-C+5/8-12 4"11000 ;12500 4"2930 3330 |25/75 00045398 -_-'KB Il 304 SSCF 3/4-4-3/4 3/4"|4-3/4"|3-1/4"|1-1/2"|TE-C-S 3/4-8 3-1/4"|8800 |14000 |3-1/4"2350 3730 |269° 00045399 _-_-KB Il 304 SSCF 3/4-5-1/2 3/4"|5-1/2"|3-1/4"|1-1/2"|TE-C-S 3/4-8 4-3/4"|14500 |18000 |4-3/4"3870 4800 |20/60 , 00045400 _-«KB II 304 SSCF 3/4-7 3/4"7"3-1/4"|1-1/2"|TE-C-S 3/4-12 |4-3/4"|14500 |18000*}4-3/4"3870 4800 |10/40 ° 00045401 KB Il 304 SSCF 3/4-8 3/4"8"3-1/4"1-1/2"|TE-C-S 3/4-12 |4-3/4"|14500 |18000 |4-3/4"3870 4800 |10/40 , 00045402 KB II 304 SSCF 1-6 1"6"41/2")2 1/4"|TE-Y 1-13 4-1/2"|17300 |28000 |4-1/2"4610 7470 5/25 00045403 =KB IN 304 SSCF 1-9 1"9"4-1/2"|2-1/4"|TE-Y 1-13 6"27000 |28000 6"7200 7470 5/20 316 Stainless Steel Kwik Bolt II' Min Ultimate Loads Allowable Wk Loads Bit Anchor Emb |Thread in 4000 psi Concrete?in 4000 psi Concrete”Ot ttem No Description dia Length Depth |Length |Hilti Drilt Bit Emb Depth|Tension (Ib)|Shear (1b)Emb Depth |Tension (Ib)|Shear (ib)}Bo:.°.9 00238483 KBII316 SSCF 1/4-2-1/4 1/4"|2-1/4"|1-1/8"|3/4"|TE-CX 1/4-6 2"2070 2200 2"550 590 [100/900 00238484 KB Il 316 SSCF 1/4-3-1/4 1/4"|3-1/4"|1-1/8"|3/4"|TE-CX 1/4-6 2"2070 2200 2"550 590 100/500 00238486 KB II 316 SSCF 3/8-3 3/8"3"1-5/8"!1-1/8"|TE-CX 3/8-6 1-1/2"|4700 5000 4-1/2"1250 4330 |100/400 00238487 _KB It 316 SSCF 3/8-3-3/4 3/8"|3-3/4"|1-5/8"|1-1/8"|TE-CX 3/8-6 1-1/2"|4700 5000 1-1/2"1250 1330 |100/400 00238491 KB Il 316 SSCF 1/2-3-3/4 1/2"|3-3/4"|2-1/4"|1-1/4"|TE-CX 1/2-6 2-1/4"|4800 7100 2-1/4"1280 1890 |50/200 00238493 KB Il 316 SSCF 1/2-4-1/2 1/2"|4-1/2"|2-1/4"|1-1/4"|TE-CX 1/2-12 |3-1/2"8000 8340 |3-1/2"2130 2200 |50/200 00238492 KB Il 316 SSCF 1/2-5-1/2 1/2"|5-1/2"|2-1/4"|1-1/4"|TE-CX 1/2-12 |3-1/2"|8000 8340 |3-1/2"2130 2200 |25/125 00045475 =-KB Il.316 SS 5/8-3-3/4 5/8"|3-3/4"|2-3/4"!1-1/2"|TE-C+5/8-8 2-3/4"|6800 |12500 |2-3/4"1810 3330 |25/100 00045476 KBU 316 SS 5/8-4-3/4 5/8"|4-3/4"|2-3/4")1-1/2"|TE-C+5/8-8 4"11000 |12500 4"2930 3330 |25/100 00045477 =--KB ll 316 SS 5/8-6 5/8"6"2-3/4"|1-1/2"|TE-C+5/8-12 4"11000 |12500 4"2930 3330 |25/75 00045479 =©KB Il 316 SS 3/4-4-3/4 3/4"|4-3/4"|3-1/4"|1-1/2"|TE-C-S 3/4-8 3-1/4"|8800 |14000 |3-1/4"2350 3730 |20°) 00045480 KB 316 SS 3/4-5-1/2 3/4"|5-1/2"|3-1/4"|1-1/2"|TE-C-S 3/4-8 4-3/4"|14500 |18000 |4-3/4"3870 4800 {20/00 00045483 =KB II 316 SS 1-6 1"6"4-1/2"|1-1/4"|TE-¥1-13 4-1/2"|17300 |28000 |4-1/2"4610 7470 5/25 Stainless Steel Long Thread Kwik Bolt II' Min Ultimate Loads in 4000 psi Allowable Wk Loads in 4000 psi Bit |Anchor Emb |Thread Concrete at Std Emb Depth?Concrete at Std Emb Depth'|Qty ttem No Description dia {Length |Depth |Length |Hilti Drill Bit Emb DepthITension (Ib)]Shear (Ib)Emb Depth]Tension (Ib)]Shear (Ib)Box/Ctn 00045404 KB Il 304SS 1/4 x 4-1/2 Long Thread]1/4"|4-1/2"|1-1/8")3"TE-CX 1/4-8 2"2070 2200 2"550 §90 |100590 00331962 KB II 304SS 38 x 3 Long Thread 38"ce 1-5/8"|1-3/4"|TE-CX 3/8-6 2-1/2"4700 5000 2-1/2"1250 1330 |100-400 00331963 KB Il 304SS 3/8 x 3-3/4 Long Thread]3/8"|3-44"|1-5/8"|2-1/2"|TE-CX 3/8-6 2-1/2"4700 5000 2-1/2"1250 1330 |100/400 00331964 KB It 304SS 3/8 x 5 Long Thread 48"5"1-5/8"|3-1/4"|TE-CX 38-12 2-1/2"4700 5000 2-1/2"1250 1330 |50/250 00242539 KB 1 304SS 3/8 x 7 Long Thread 348"rT 1-58"|4"TE-CX 3/8-12 2-1/2"4700 5000 2-1/2"1250 1330 }50/200 00331965 KB I 304SS 1/2 x 3-3/4 Long Thread]1/2"|3-3/4"|2-1/4"|2-1/4"|TE-CX 1/2-6 2-1/4"4800 7100 2-1/4"1280 1890,|50/200 00331966 KB It 304SS 1/2 x 4-1/2 Long Thread]1/2"|4-1/2"|2-1/4"|3"TE-CX 1/2-12 3-1/2"8000 8340 3-1/2"2130 2200 |50/200 00331967 KB II 304SS 1/2 x 5-1/2 Long Thread]1/2"|5-1/2"|}2-1/4"|)3"TE-CX 1/2-12 3-1/2"8000 8340 3-1/2"2130 2200 |25/125 00229235 KB I!3048S 1/2 x 7 Long Thread 1/2"7"2-1/4"|4"TE-CX 1/2-12 3-1/2"8000 8340 3-1/2"2130 2220 |25/125 00331968 KB 11 304SS 5/8 x 4-3/4 Long Thread]5/8"|4-44"|2-3/4"|2-1/2"|TE-C 5/8-8 4"11000 |12500 4"2930 3330 |25/100 00045407 KB ll 304SS 5/8 x 8-1/2 Long Thread|5/8"|8-1/2"|2-3/4"|3-1/2"|TE-C+5/8-12 4"11000 |12500 4"2930 3330 |25/100 00045408 KB ll 304SS 5/8 x 10 Long Thread |5/8"10"2-3/4"|4-1/2"|TE-C+5/8-12 4"11000 |12500 4"2930 3330 |25/75 00331969 KB 1 3048S 3/4 x 4-3/4 Long Thread|3/4"|4-34"|3-1/4"|2-1/2"|TE-C-S 3/4-8 3-1/4"8800 14000 |3-1/4"2350 3730 |2:59 00331970 KB Wl 304SS 3/4 x 5-1/2 Long Thread}3/4"|5-1/2"|3-1/4"|3-1/2"|TE-C-S 3/4-8 4-34"|14500 |18000]4-3/4"3870 4800 |20/69 00045409 KB 11 304SS 3/4 x 10 Long Thread =|3/4"10"3-1/4"|4-1/2"|TE-C-S 3/4-12 4-y4"|14500 |18000 |4-3/4"3870 4800 {10/30 00045490 KB Il 316SS 3/4 x 10 Long Thread =f 3/4”10"3-1/4"|4-1/2"|TE-C-S 3/4-12 4-¥4"|14500 |18000]4-3/4"3870 4800 |10/30 00045410 KB Il 304SS 3/4 x 12 Long Thread =|3/4"12"3-1/4"|4-1/2"|TE-C-S 3/4-18 4-3/4"|14500 |18000]4-3/4"3870 4800 |10/30 00045411 KB Il 304SS 1 x 12 Long Thread 1"12"4-1/2"|4-1/2"|TE-Y 1-21 6"27000 =|28000 6"7200 7470 5/5 1 Additional 304 and 316 Stainless Steel sizes available through Custom Specials.Contact your nearest Hilti Representative. 2 See Product Technical Guide for complete performance data. Coa]expertise.in every case.|Customer Service 1-800-879-8000 (M-F,6:00 am -8:00 pm CST)|www.us.hilti.com RELIEF VALVES'- 5 f="Series 92 Foot Valve {_-__-_>©pouble poppet valve with a metal-to-t metal seat.It has an 8-mesh screen,;Extension legs prevent setting the valve on the bottom of the tank. Materials: Body and poppet:Bronze Screen:Galvanized brass q Z 7 Minimum Tank¥port Number Size A B Weight Flange Size0P92-0033 3/4”1-7/16"3-21/32""78 ibs 1-1/2"0P92-0044 Vv 1-13/16"3-7/8"1.32 Ibs 2" Replacement Parts OPH-4972-RB 3/4”Disc OPH-0479-M 3/4"Screen OPH-4981-M 3/4"Cotter Pin OPH-0140-M 1”Screen OPH-7257-M I"Truare Ring OPH-0424-M I"Dise !Side Outlet Relief Valves {KINGSTON Applications:KI103 designed for liquid and somenon-code air applications. K1104 Liquid applications only.Materials:Cast &Bar Stock Brass 7 Lv |mi "y 74FIG.104 J ro3/8"-4"FIG.103 _-:. 1/2"+3/4"fa By-Pass Valve MORRISON BROS: Application:Used in applications where pressure control is needed .Most often usedtoby-pass a pump to reduce pressure at the outlet.Valve settings are adjustable.Standardsettingis20PSIwithomaximumsettingof75PSI.Settings are approximate.Note:MR174 is not a "Pressure Regulation”device. Part Number Size WeightBrosswithstoinlesssteelspring,teflon packing MR174-112 1-1/2"7.75 Ibs.MRI174-2 2"8.5 lbsAluminumbody,brass cap &plunger,stainless stee!spring &teflon packing.MRI74AL3 3°15 lbs 1/2"Expansion Relief Valve MORRISON BROS: Application:Used on AST piping for relief of excessive pressure.Allows product to returnbacktothestoragetank. Material:Ductile tron MR78DI Part Number Size Pressure Setting WeightMR78DI-25 1/2"25 PSI 75 IbsMR78DI-40 1/2"40 Ps)75 IbsMR78DI-100 1/2"100 PSI 75 Ibs 1/4”Expansion Relief Valve MORRISON BROS: MR77 fApplication:Used on AST piping for relief of excessive pressure due toSizeSeatingConfigurationA:.¢:Valve Range”outside temperature rise or exposure to sunlight.Valve allows product tosaee0081/4"Stainless ballon brass seat 3 a"3/4 4-300 PSIG return back to storage tank.Especially suited for existing pipeline and by-1035S3-000 3/8"Stainless ball on bross seat 3”1-3/8"7/8"4-300 PSIG passing a valve that does not have expansion relief.1/2"Brass on brass seat 5"3-13/32"1-1/8"10-300 PSIG3/4"Bross on brass seat 4.11/16"2”1-1/8"10-300 PSIG Material:Bross,Tube fittings are supplied,3/8”Brass on brass seat 4°1-3/8"7/8"'10-300 PSIG Copper tubing not supplied (see page 52)1/2"Brass on brass seat 5-5/8"2-3/8"7/8"10-350 PSIG Relief Pressure:Approx.40 PSI$104-5-000 3/4"Brass on brass seat 5-13/16"115/16"1-1/8"10-350 PSIG - ” he hh .Part Number Sizeingwhichcanbesuppliedbyfactory.Valves are only adjustable within the limits of the spirng supplied.MRTA4 VFOrderreplacethe"O00”with the required pressure setting e.g.75 psi setting:075 |&EQUIPMENTI 403 eyEa Yen [vend cole "UNISTRUT-ee v Rings -bv ¥te eats weieseeodsEste.tty GN be 'pate de int4 'ipe &Conduit Clamps* VramingSysteny0,PrimeAngieSystuntE24 P2558-5 thru P2558-60 Single Piece Pipe Strap raeDesign Load Nominal wWv100 DesignPartPipeSizeA"B"C_Thickness..pcs Load Number --In|In(mm)_In(mm)In (mm)_in(mm)_.Lbs (kg)Lbs (kN) P2558-05 %2A”23 73.0 10.4 P2558-07 %3%26 79.4 11.8 Hole SizeB |P2558-10 1 3%he As '31 500 85.7 7.1 11.7 3.2 14.1 22 P2558-12 «14 3%35 95.3 15.9 P2558-15 1%3%39 98.4 17.7 P2558-20 2 5%94 146.1 42.6 Hardware sold separately.P2558-25 2h A 8 ie P2558-30 3 6%133 .174.6 60.3supportingP2558-35 31%7%'As "As 'A 152 1,000 P2558-60 187.3 1 17.5 6.4 68.9 44 P2558-40 4 TA 176 200.0 79.8 P2558-50 5 9 198 228.6 89.8 P2558-60 6 10 225 254.0 102.1 GilP2609thruP2617,P2426 thru P2431 UNI-CLIP®Support % The Uni-Clip supports meet or exceed load requirements for American Standard Code oT for Pressure Piping (1967),and National pos Electric Code (1971). So Patent No.2863625. Material:Stainless steel type 301. UNI-CLIP®SUPPORTS FOR UNI-CLIP®SUPPORTS FOR THINWALL CONDUIT (E.M.T.)RIGID STEEL CONDUIT _Part...Conduit Size 0.D.Size Wt/100 pes Part ..Conduit Size O.D.Size Wv/100 pesNumber°....In'.”,-In(mm)Lbs (kg)Number.ein.In (mm)©Lbs (kg): P2426 '0.706 1.7 P2609 %0.675 1.6 17.9 0.8 17.1 0.7 P2427 %0.922 2.4 P2611 '0.840 2.3 23.4 1.1 21.3 1.0 P2428 1 1.163 3.6 P2612 %1.050 3.2 29.5 1.6 26.7 1.5 P2429 1%1.510 46 P2613 1 1.315 41 38.4 21 33.4 1.9 P2430 1h 1.740 5.9 P2614 Wh 1.660 5.1 ; 44.2 27 42.2 23 \ P2431 2 2.197 8 P2615 1%1.900 6.3 ()|55.8 3.6 48.3 29 P2617 2 2.375 10 : 60.3 45 : -ite by ear)WiEsPSPipe/Conduit Supports weJun 11 O02 07:19p Martha Malavansky @ 907-257-6265 Py St.George Office: =. :.eae aAuL-GEOR CE rea ° - P.O,Box 920 =oon Ei St.George,Alaska 99591-0999 Tel:(007)359-2263 Fax:(907)859-2212 June 12,2002 David Lockard AIDEA 813 W.Northern Lights Blvd. Anchorage,Ak 99503 RE:St.George Scope of Work Dear Mr.Lockard, The City of St.George agrees with the proposed scope of work for the St. George Power Plant 4000 Gallon Diesel Tank as defined by the May 28,2002 letter to you by Robert FE.Dryden P.L,of CE2 Engineers.'The City further understands that C12 Engineers will be conducting the work this summer. If]can be of further assistance please do not hesitate to contact me. Best regards, City Administrator Jun 11 02 O7:19p Martha Malavansky ad mew;INN s ay 907-257-6266 Caver Sree: Send to:From: David Lockard Max Malavansky Attention Date:6/11/02 Office Location Office Location:227-1131 Fax Number:269-3044 Phone Number:257-6266 Fax Urgent Reply ASAP Please comment Please Review For your Informationcecoc Total pages,including cover:2 Comments: CE2ENGINEERS ID:907-349-1015 JUN 13°02 7°59 No.004 P.O1 CE2 Engineers,Inc. Fax Cover Sheet Voice Phone (907)349-1010 Facsimile (907)349-1015 Pages:1 of8 TO:REG/AEA Date:June 13,2002 Fax:269-3044 Attn:David Lockard From:CE2 Engineers,Inc. P.O,Box 232946 Anchorage,Alaska 99523-2946 Contact:Mike Tate Message: David Attached are 5 quote requests for material required for the St.George Day Tank Up-Grade.Most of the items are on hand in Anchorage,the balance will have to be ordered in UPS Blue to meet our deliver date of June 18,2002.If you would have the vendors contact me when these orders are ready I will arrange pick up and shipment to the job site. Please call me if you have any questions. Thanks Mike Tate 8:00No.004P.02JUN13°02ID:907-349-1015CE2ZENGINEERSSt.George Power Plant Day Tank Up-Grade DELIVERYVENDORMATERIALINFORMATION AMOUNT Alaska Pipe &Supply Pipe &Pipe Fittings All in stock $230.00 Unistrut Channel & Unistrut Alaska Fittings 3 items special order $177.95 Safety Signs,& Ace Supply Expansion Valve All in stock = Grainger Industria!IN Anchor Botts All in stock /1K shockIseton-Gc)we”Pipe Markers -All spacial order Total CE2ENGINEERS ID:907-349-1015 JUN 13°02 8:00 No.004 P.03 St.George Power Plant Day Tank Request For Quotation reneeANTS RA eh Da ASidee nakedDate:binsay @ahePCTones43,2002 Item Description Unit]Qty]unit Total Unit |IN STOCK Price Price Weight YorN 4",300#,Threaded,Locking, 1 |Ball Valve for Diesel Fuel Ea |2 Service $29.37 $53.73 Y 1",300#Black M.I.Threaded2ltee Fa}51 se05 $31.23 Y 3 1"X 1/2",Black M.I.Threaded Ea |6Reducer $0.86 $5.16 Y 1/2",Black M.b.Threaded4coupling Fal 3]ozs $8.33 Y 5 1/2",300#Black M.1.Ea |4ThreadedUnion $4.70 $18.82 Y 6 1",300#Black M.1.Threaded cal 4Union $6.82 $27.29 Y 7 1/2"X Close,Black M.I.Eal 6ThreadedNipple $0.23 $1.40 Y 8 1”X Close,Black M.].Ea 6ThreadedNipple $0.44 $2.62 Y 9 1/2"X 3",Black M.1.Threaded Ea 6Nipple $0.32 $1.91 Y 1"X 3",Black M.t.Threaded10Nipple Ea |6 $0.61 $3.67 y 1/2"X 6",Black MI.Threaded1Nipple Ea|6 $0.60 $3.57 Y 1"X 6",Black M.!.Threaded12Nipple Ea}8 $1.09 $6.54 Y 1/2"X 12",Black M.1.13 |Threaded Nipple Fal S|soos $5.63 Y 1"X 12",Black M.!.Threaded14Nipple Ea}&$1.58 $9.49 Y 1/2",Black M.1.Threaded1590degElbow Ea |4 $0.30 $1.20 Y 1",Black M.I,Threaded16|oodeq Elbow Fal 4]goes $2.55 Y Printed:6/13/2002 ,@28:30 AM Page #:1 File Name:Pipe Quote Request Sheet CE2ENGINEERS ID:907-349-1015 JUN 13702 8:01 No.004 P.04 Item Description Unit]Qty}Unit Total Unit |INSTOCK Price Price Weight Yorn 1"X%21°,Sch 40 Black Pipe,Ea '(to be cut in half)$16.98 $16.98 Y 1 QT Thread Sealant,for Diesel Fuel Service 17 18 Ea!1 Y$25.36 $25.38 Total For All Items,$230.46 All material must be ready for pick up Bu June 18,2002 at your location Quoted By: Alasak Pipe &Supply Karl 273-2198phone # Printed:6/13/2002 ,@8:30 AM Paga #:2 File Name:Pipe Quote Request Sheet CE2ENGINEERS ID:907-349-1015 JUN 13°02 8:01 No.004 P.0O5 St.George Power Plant Day Tank Request For Quotation ee Date June 13,2002 Item Description Unit|Qty}Unit Total Unit |IN STOCK Price Price Weight YorN1P1000T,Unistrut Channel (10'FT |30sections)$2.16 $64.80 Y P2108,Unistrut Angle Fitting2 Ea}1 $1.86 $1.88 N P1186,Unistrut Angle Fitting3 Fa!1 $1.69 $1.69 Y 4 P2344R,Unistrut,Wing Ea |1ShapeFitting $10.98 $10.98 N P1130,Unistrut Angle Fitting5 Fal 1 |55.86 $5.86 N P2588-10,Unistrut Pipe6Clamp Ea}2 $2.10 $4.21 Y P1727,Unistrut Angle Fitting7 Fa]1 |675 $6.75 Y P1546,Unistrut Angle Fitting8 ba}4 $1.65 $6.60 Y P1010,1/2"Unistrut Spring9Nuts Fa |90 $0.68 $33.20 Y 10 HHCS050119EG,1/2"x 1-ca |50"a3/16"Hed Head Cap Screws $0.44 $21.95 Y Inbound UPS Blue (Estimated1Costs Lot}1 $25.00 All material must be ready for pick up by June 18,2002 at your location Quoted By: laska Bay Printad:6/43/2002 ,€28:38 AM Page #:1 Fite Name:Unistrur Quote Request Sheet CE2ENGINEERS ID:907-349-1015 JUN 13°02 8:02 No.004 P.06 St.George Power Plant Day Tanks Request For Quotation "June:13,2002 item Description Uniti Qty)Unit Total Unit |INSTOCK _Price Price Welght YorN1#MR7/8DI-100,Morrison Eal 1ExpansiontValve $74.10 $74.10 Y2|6°X 24",Sign,"DIESEL",Red]-.|>&White $5.00 $10.00 Y 6"X 24",Sign, 3 |"COMBUSTIBLE”,Red &Ea |2White $5.00 $10.00 Y All material must be ready for pick up by June 18,2002 at your location Quoted By: Ace Supply,Ipc. Tracy 277-4113 Printed:6/19/2002 ,@38:45 AM Page #:1 Fite Name:eigng Quote Request Sheet CE2ENGINEERS ID:907-349-1015 JUN 13°02 8:02 No.004 P.07 St.George Power Plant Day Tanks Request For Quotation ee>June43,;2002 - item Description Unit}Qty}Unit Total Unit |INSTOCK -Price Price Weight Yor N ed3/8"X 3-3/4"Concrete Wedge7|anchors Box}1 |532.94 $32.94 Y PKA Eroutrorauiems,--LJ]szof J All material must be ready far pick up by June 18,2002 atyour location Quoted By: Grainger Industrial Web Order 562-5#N Printad:6/13/2002 ,@9:40 AM Page #:1 File Name-.signs Quote Request Sheet CE2ENGINEERS ID:907-349-1015 JUN 13702 8:02 No.004 P.08 St.George Power Plant Day Tanks Request For Quotation eo pate:June43,2002 Item Description Unit}Qty}Unit Total Unit |IN STOCK -Price Prica Weight YorN#34291,Setmark Pipe Markers,Size 8sm,1 Yellow/Black Letters,Fa |2 (RETURN)$3.15 $8.30 N #57768,Setmark Pipe 2 |Markers,Size 8sm,Ea}2 Yellow/Black Arrows $3.15 $6.30 N 3 Inbound UPS Blue,Lot |4(Estimated Costs)°$25.00 $25.00 All material must be ready for pick up by June 18,2002 at your location Quoted By: tio: Web Order Printed:6/13/2002 ¢p8:36 AM Page #:1 Fla Name:Unistrur Quote Request Sheet CE2ENGINEERS ID?:907-349-1015 JUN 13°02 14:28 No.O2?P.O1 CE2 Engineers,Inc. Fax Cover Sheet _ Voice Phone (907)349-1010 Facsimile (907)349-1015 Pages:1 of2 TO:REG/AEA Date:June 13,2002 Fax:269-3044 Attn:David Lockard From:CE2 Engineers,Inc. P.O.Box 232946 Anchorage,Alaska 99523-2946 Contact:Mike Tate Message: David Attached is an updated request for the pipe markers that are stocked in town by Grainger Industrial Supply. Thanks Mike Tate CE2ENGINEERS ID:907-349-1015 JUN 13°02 14:28 No.027 P.O2 St.George Power Plant Day Tanks Request For Quotation eas gesteryse woPM.og"Sune 13,2002 item Description Uniti Qty]Unit Total Unit |INSTOCK Price Price Weight YorN#47614,Yellow,&Black, 7 |"RETURN"Sign Self-Sticking |Ea |1 Vinyl Pipe Marker $1.74 $1.74 Y #4T561 Yellow/Black Arrows 2 |Self Sticking Vinyl Pipe Ea}1 Marker $20.68 $20.66 Y Total For All Items,$22.40 All material must be ready for pick up by June 18,2002 at your location Quoted By: Grainger industrial Sales 562-6400 Printed:6/13/2002 ,¢22:468 PM Page #:1 File Name:signa Quote Requast Sheet St.George 05/28/2002 Upgrade the 4000 gallon fuel tank at the City Power Plant 4 Unistrut Materials 1 lot.$300 9 Hilti Materials 1 lot.$150 3 Rothammer rental w/bits 4 lot.$200. 4+Piping materials 1 lot.$200 5 Procurement 8 mh @ $52.50 $420 <Expediting the material 10 mh @ $34.70 $347 7.Air freight on 500 Ibs,material +tools @ $1 per Ib.$500 @ Air Fare to St.George,round trip $800 @ Misc.Support,mailing,etc.LO .;.$500 | 19 Pipefitter with tools -2 days travel,5 days work 160 hr week @ $5,000 :$5,000 {{Local Help 5 day work,10 hr,$23/hr :$1,150 Total $9,567 Alaska Industrial Development and Export Aux...ity -_Alaskaa Energy Autor. June 5,2002 Mr.Chuck Eggener - CE2 Engineers,Inc. PO Box 232946 Anchorage,Alaska 99523-2946 Subject}AEA Contract 01-203 Construction Management Services Notice to Proceed 17 Dear Mr.Eggener: ..Enclosed are two originals of Notice t.to Proceed 17 for the subject contract.Please signbothoriginalswhereindicatedandreturnoneoriginaltomyattention.Retain the otheroriginalandsubmitcopiesasaninvoice. '° Should you have any questions,please contact me at 269-3015. Sincerely, Arthur D.Isham Procurement Manager Enclosures 813 West Northern Lights Boulevard *Anchorage,Alaska 99503 CE2 Engineers,Inc. BRIAN AKLIN General Superintendent P.O.Box 232946 Anchorage,Alaska 99523 Phone (907)349-1010 Fax (907)349-1015 E-mail b.aklin@ce2engineers.com P.O.BOX 232946 CE2 ENGINEERS,INC. (907)349-1010 ANCHORAGE,ALASKA 99523 Fax (907)349-1015 PROJECTNAME:S/_Ceorge-Code fomp honee ar'TO:;DATE:ILGIOXLrvidpockarel&-V/s1)4yAPE.A If enclosures are not as noted,please inform us immediately. WE TRANSMIT: (_)Herewith ()Under separate cover via: (_)Inaccordance with your request FOR YOUR: (_)Approval (_)Distribution to Parties (__)Information ()Review &Comment ()Record ()Use () THE FOLLOWING: ()Drawings (_)Shop Drawing Prints ()Samples ()Specifications ()Shop Drawing Reproducibles (_)Product Literature ()Change Order () Copies Date Description (See Also Remarks) /€a.b/ibe-Fivial Rewort Te.Coustruction Fhobe's |p)=EWE Ln) POCATAES Remarks: Copies To:(With Enclosures) () ©Wns()Z ()|By: CE2 Engineers,Inc. Project Report Alaska Energy Authority Rural Energy Group Power Plant 4000 Gallon Storage Tank - Code Compliance Work St.George,Alaska Final Report Period of: June 24 to June 26,2002 Report Date: June 29,2002 REPORT OVERVIEW This report is intended to provide the Alaska Energy Authority Project Manager with an overview from the Construction Manager of the work completed on the St.George Power Plant 4000 Gallon Diesel Storage Tank. PROJECT DESCRIPTION The purpose of this project is to complete the work required to bring the Power Plant 4000 gallon diesel storage tank to Code Compliance. NARRATIVE Work Completed : With reference to the attached photo's,the following items were completed: °Identification and flow arrows installed °Overhead piping support installed .Pressure relief installed .Cast steel locking valves installed Impact to Budget,Schedule,and/or Project Quality: .All work is complete and under the estimated budget. ra % . '_)"NTP No:17NOTICETOPRC EED Agreement No:AEA-01-203 '.|AKSAS Project No:&B |LLI N G S U M MA RY |PSA Expiration Date:4/30/03 (This form is for any COST REIMBURSEMENT Agreement,generally one that will exceed $250,000.) Contractor:CE2 Engineers,Inc.2 .Project Title:Construction Management Services' JOTICE.TO.PROCEEDProvideservicesfortheTasksGroup(s)and specific Tasks enumerated belowin the Billing Summary.Any services beyond the written scope and/or any costs above the price estimate in our Agreement,require prior Agency approval and a NTP Amendment. Provide code compliance for the 4,000 gallon diesel storage tank in St.George,Alaska.See attached proposal dated May 28,2002,consisting of three pages for details. This NTP for $9,567.00 is cumulative for this Agreement,which now totals $1,101,629.30.The Agency Contract Manager for this NTPis:David Lockard Tel Nos (voice/fax):269-454 1/269-3044 Issued for the"yeou per ADOT&PF Policy #01.01.050 by:Accepted for the Contractor by:6-5 OADeadDate Signature DateName:David LoS Name:Chuck Eggener,P.E. BILLING SUMMARY. This Invoice is for[]ProgressOR[ ]Final Payment:Sequential Invoice #for this Agreement is:[J. Total Contract Authorized Authorized Prior Aprv'd This Total Amounts Task Groups and Tasks Number(s)To -Date Payments Billing To -Date $9,567.00 |Labor and expenses $9,567.00 Total Authorized Amount for All Groups Sum of Prior APPROVED Payments Sum for THIS INVOICE | Sum of Prior Payments and this Invoice | Balance of Authorized Amount | PAYMENT REQUEST (Contractor):Collocation Code Program Code - Ledger Code Account Code 8010203 Signature Date Name:Chuck Eggener,P.E. PAYMENT APPROVED (Authorized Agency Official):Based upon theContractManager's recommendation and certification,|herebyPAYMENTRECOMMENDED(Agency Contract Manager):|certify this Invoice to be valid and accurate and that services were performed |substantiallyin conformance with the contract requirements and approve payment. schedule. Signature Date Signature Date Name:David Lockard Name:Robert Poe,Jr. Page 1 of2(5/1/88)DOT&PF Form 25A281,Notice to Proceed &Invoice Summaryc3-crntp (For any COST REIMBURSEMENT Agreement,generally one that will exceed $250,000.) Note >c3-erntp INS "RUCTIONS TO CONTRAC OR for COST REIMBURSEMENT NOTICE TO PROCEED (NTP)&BILLING SUMMARY RETAIN AN UNMARKED,as issued,COPY OF THIS FORM to be used for reproduction and billing. If this NTP is unacceptable,notify the Contracting Agency immediately.If acceptable,acknowledge by signature where indicated on a copy of this NTP and return it within ten days after your receipt. Submit monthly Invoices to the Agency Contract Manager named in this NTP.Provide a copy of page one of this form as the FACE PAGE of each invoice submitted and with the following entries accurately completed: a)Indicate if the Invoice is for Progress or Final Payment and show the Sequential Invoice Number for this NTP. b)Entries in the following columns:Prior Aprv'd Payments,This Billing,and Total to Date for each Task Group; plus the SUM TOTALS for.Authorized To -Date,Prior APPROVED Payments,THIS INVOICE,Prior Payments plus this Invoice,and Balance of Authorized Amount. "Prior APPROVED Payments”amounts may NOT be the same as the total of all your prior invoices if some items were disallowed or adjustments were made.If a prior billing has not been acknowledged with any payment,ora different amount from your billing was paid without notification to you of the reason(s),attach a request for anexplanationandremedialaction. Sign,date and.enter printed or typed name under "PAYMENT REQUEST (Contractor)"thereby attesting to thefollowing: "By signature on this form,the Contractor certifies entries to be true and correct for the services performed to date under or by virtue of said Agreement and in accordance with AS 36.30.400.The Contractor further certifies that all applicable Federal,State and Local taxes incurred by the Contractor in the performance of the services have been paid and that all Subcontractors engaged by the Contractor for the services included in any invoice shall be fully compensated by the Contractor for such services." Substantiate all charges in each billing,other than for Fixed Prices or Fixed Fees,by attaching a summary of hours expended and hourly labor rate per employee:summary of units completed:subcontractorinvoices;expense receipts, etc.;or other proof of expenditures. Prime Contractor's Labor and Indirect Cost shall be billed to the Contracting Agency within 45 days of performance,Subcontractors'Labor and Indirect Cost shall be billed'to the Contracting Agency within 60 days of performance.All of the Contractor's and Subcontractors'Other Direct Costs (Expenses)shall bebilledtotheContractingAgencywithin90daysofbeingincurred.Charges submitted after the above statedtimeswill,atthe Contracting Agency's discretion,not be paid. When each NTP is approximately 75%complete,the Contractor shall determine if the Authorized Amount(s)might beexceeded:and,if so,shall provide an estimate of cost to complete.The Contracting Agency will determine after discussion with the Contractor if additional cost is reasonable and does not include costs that should be absorbed by the Contractor.If additional!cost is validated,a negotiated Amendment will be executed which either (1)reduces thescopeofservices/work products required commensurate with the Authorized Amount(s),or (2)increases the Authorized Amount(s)to that required for completion of the original contract scope. (5/1/98)DOT&PF Form 25A281,Notice to Proceed &Invoice Summary Page 2 of2 (For any COST REIMBURSEMENT Agreement,generally one that will exceed $250,000.) Jum 11 02 O73195p mM 'tha Malavansky S07 257-6266 Soe CY.eg wheiOt ALL:AMLRICA CIC.Pi St.George Office: .ne , . ve a ria P.O.Box 929 \ae St.George,Alaska 99591-0920 me "aadTel:(907)859-2263 Fax:(907)859-2212 June 12,2002 David Lockard AIDEA 813 W.Northern Lights Blvd. Anchorage,Ak 99503 RE:St.George Scope of Work Dear Mr.Lockard, The City of St.George agrees with the proposed scope of work for the St. George Power Plant 4000 Gallon Diesel Tank as defined by the May 28,2002 letter to you by Robert FE.Dryden P.E.of CE2 Engineers.'The City further understands that C2 Engineers will be conducting the work this summer. If]can be of further assistance please do not hesitate to contact me. .Best regards, City Administrator CED Engineers,Inc. May 28,2002 David Lockard REG/AEA 813 W.Northern Lights Blvd. Anchorage,AK 99503 Ref:St.George Power Plant 4000 Gallon Diesel Storage Tank -Code Compliance Work The inspection report on this tank was done November 11,2000 and Chuck Eggener took photos and a video when on the island in November of 2001.I have reviewed the photos,the video,and looked over the codes.It seems to me that many of the items mentionedin the inspection réport would not apply to the single,relatively small diesel fuel tank being used at a2 power plant.Iaddresstheitemspertheinspectionreport: 1.No warning or identification signs.-ae?)There should be labels stating the contents of the tank and that itis combustible.We recommend attaching vinyl adhesive signs,6”x 24”on each sideof the tank with the words "Combustible”(red on white),and "Diesel”(black on white).These'signs arestock.items from ACE Tank and Supply.Theré should also be signs on the piping clearly | showing the direction the fuel is running and at least the word "Return”on the return piping. Fire Extinguishers =none As I read the fire code,the level of protection must be analyzed and appropriate equipment provided.A small diesel tank in a cold climate with a vent 12 ft.in the air represents no significant fire hazard.The most likely problem would be during filling of the tank,andthe .problem would be with the truck.'The tanker truck would normally be equipped with a fire extinguisher to handle such problems.The power plant should certainly have several 15 to20Ibdrypowdertypesextinguishers,which are kept inside the plant.A fire extinguishermountedoutsideintheSt.George weather would probably be rendered useless by corrosioninafewmonths. Improper valve material (bronze)bronze valve on.supply line into the plant. These valves should be replaced with cast steel. No flex connectors at the tank There is no reason to believe the system needs flexes in the piping.There is no permafrost and the tank is on well drained and thawed ground,with no evidence of settlement.At the time the piping changes are made the connection of the pipe at the building end should be checked to assure that some flexibility is available. PO)Rav 227046 «Ampharana AV 00592 201K @ (ONT)2A0_TNIN«Env:(ONT)2AQ_1N16 CE2 Engineers,Inc.) Page 2 of 2 May 28,2002 5.Improper supports -11'span ofoverhead piping unsupported (I”threaded) This does seem like a pretty long jump for 1”pipe,but it shows no evidence of sagging. We enclose a sketch of a unistrut frame to support the center of the piping run to the building. 6.Valves not locked Normally locking of valves has to do with fuel theft and ftiel spillage.The valves in this case cannot spill or allow pilfering.The tank is inside a proper fence and the valves areverydifficulttoreach.The main concern would be closing the inlet valve which would stop the engines in the power plant,and closing the return valve which could overpressure the engine fuel systems.It is prudent to change the valves to a cast steel lockable type and to install pressure relief valves around the isolation valves. _7.No pressure relief We are not sure what is inside the power plant,but normally pressure reliefs are noneeded.Since we are changing the isolation valves at the top of the tank anyway,it is a minor chore to add pressure relief valves around those valves. 8.No SPCC,CG Ops manual,FRP,CG FRP None of this would seem appropriate for this size tank,which is filled by truck. Attached is a preliminary cost estimate for this work.It is intentionally generous because the weather for working and for flying in St.Georgé are not always cooperative. 'Thisis a very small task and I hesitate to make the.engineering very formal.Please advise me onwhatlevelseemsappropriateandwhatelseyou:need to proceed. Yours truly, a) Robert E.Dryden P.E. -Attachments:cost estimate (1 page),sketches (3 pages),catalog cuts (8 pages) PQ)Ror 232946 @ Anrhnrnoe.AK 99572-2044 «(9N7)2349-1010 @ Fav:(997)349.7075 Lp EGEIVE i Drud E TO P NTP No:17NOILLINGsu,pens JUN 12-2002 )axeneeement No AEA-01-203 AIDEA/AEA.PSA Expiration Date:4/30/03 (This form is for any COST REIMBURSEMENT Agreement,generally one that will exceed $250,000.) Contractor.CE2 Engineers,Inc. Project Title:Construction Management Services NOTICE TO PROCEED | Provide services for the Tasks Group(s)and specific Tasks enumerated below in the Billing Summary.Any services beyond the written scope and/or any costs above the price estimate in our Agreement,require prior Agency approvalandaNTPAmendment.Provide code compliance for the 4,000 gallon diesel storage tankin St.George,Alaska.See attached proposal datedMay28,2002,consisting of three pages for details. #12,061th | (#1 (04,(24.382 AOL This NTP for $9,567.00 is cumulative for this Agreement,which now totals $4;404;629-307 a The Agency Contract Manager for this NTP is:David Lockard Tel Nos (voice/fax):269-454 1/269-3044 Issued for the Contracting Agency per ADOT&PF Policy #01.01.050 by:cohfortheContractor by: Signature ;Date coh DateName:David Lockard -Name:Chuck cena P,EL . .--__-____|BILLING SUMMARY This Invoice is for[]ProgressOR[]Final Payment:Sequential Invoice #for this Agreement is:[J. Total Contract Authorized Authorized Prior Aprv'd This Total Amounts Task Groups and Tasks Number(s)To-Date |Payments Billing To -Date Ad -39-567-86-+-Labor-ant expenses- KL43507|hess Materiols +FrelolstGAT|Sabtetal3ESOCOKEtipthcy Katbor-aneF 2.067 \Toted Labor asad expenses--$9-567-00-+=Total Authorized Amount for All Groups He V2 )18 Sum of Prior APPROVED Payments [' pA Sum for THIS INVOICE Sum of Prior Payments and this Invoice Balance of Authorized Amount Collocation Code Program Code PAYMENT REQUEST (Contractor): Ledger Code Account Code 8010203 Signature Date Name:Chuck Eggener,P.E. APPROVAL FOR PAYMENT.PAYMENT RECOMMENDED (Agency Contract Manager):|certify this PAYMENT APPROVED (Authorized Agency Official):Based upon the Invoice to be valid and accurate and that services were performed Contract Manager's recommendation and certification,|hereby , substantiallyin conformance with the contract requirements and approve payment. schedule. 5 Signature Date Signature.Date Name:David Lockard Name:Robert Poe,Jr. c3-cerntp (5/1/98)DOT&PF Form 25A281,Notice to Proceed &Invoice Summary Page 1 of 2 (For any COST REIMBURSEMENT Agreement,generally one that will exceed $250,000.) Note c3-crntp INSTRUCTIONS TO CONTRACTOR for COST REIMBURSEMENT NOTICE TO PROCEED (NTP) &BILLING SUMMARY RETAIN AN UNMARKED,as issued,COPY OF THIS FORM to be used for reproduction and billing. If this NTP is unacceptable,notify the Contracting Agency immediately.If acceptable,acknowledge by signature where indicated on a copy of this NTP and return it within ten days after your receipt. Submit monthly Invoices to the Agency Contract Manager named in this NTP.Provide a copy of page one of this form as the FACE PAGE of each invoice submitted and with the following entries accurately completed: a)Indicate if the Invoice is for Progress or Final Payment and show the Sequential Invoice Number for this NTP. b)Entries in the following columns:Prior Aprv'd Payments,This Billing,and Total to Date for each Task Group; plus the SUM TOTALS for:Authorized To -Date,Prior APPROVED Payments,THIS INVOICE,Prior Payments plus this Invoice,and Balance of Authorized Amount. "Prior APPROVED Payments”amounts may NOT be the same as the total of all your prior invoices if some items . were disallowed or adjustments were made.If a prior billing has not been acknowledged with any payment,or a different amount from your billing was paid without notification to you of the reason(s),attach a request for anexplanationandremedialaction. Sign,date and enter printed or typed name under "PAYMENT REQUEST (Contractor)"thereby attesting to thefollowing: "By signature on this form,the Contractor certifies entries to be true and correct for the services performed to date under or by virtue of said Agreement and in accordance with AS 36.30.400.The Contractor further certifies that all applicable Federal,State and Local taxes incurred by the Contractor in the performance of the services have been paid and that all Subcontractors engaged by the Contractor for the services included in any invoice shall be fully compensated by the Contractor for such services." Substantiate all charges in each billing,other than for Fixed Prices or Fixed Fees,by attaching a summary of hours | expended and hourly labor rate per employee;summary of units completed;subcontractor invoices;expense receipts, etc.;or other proof of expenditures. Prime Contractor's Labor and Indirect Cost shall be billed to the Contracting Agency within 45 days of performance.Subcontractors'Labor and Indirect Cost shall be billed to the Contracting Agency within 60 days of performance.All of the Contractor's and Subcontractors'Other Direct Costs (Expenses)shall be billed to the Contracting Agency within 90 days of being incurred.Charges submitted after the above statedtimeswill,at the Contracting Agency's discretion,not be paid. When each NTP is approximately 75%complete,the Contractor shall determine if the Authorized Amount(s)might be exceeded;and,if so,shall provide an estimate of cost to complete.The Contracting Agency will determine after discussion with the Contractor if additional cost is reasonable and does not include costs that should be absorbed by the Contractor.If additional cost is validated,a negotiated Amendment will be executed which either (1)reduces the scope of services/work products required commensurate with the Authorized Amount(s),or (2)increases the Authorized Amount(s)to that required for completion of the original contract scope. (5/1/98)DOT&PF Form 25A281,Notice to Proceed &Invoice Surnmary Page 2 of 2 (For any COST REIMBURSEMENT Agreement,generally one that will exceed $250,000.) CE2 Engineers,Inc. May 28,2002 David Lockard REG/AEA 813 W.Northern Lights Blvd. Anchorage,AK 99503 Ref:St.George Power Plant 4000 Gallon Diesel Storage Tank -Code Compliance Work The inspection report on this tank was done November 11,2000 and Chuck Eggener took photos and a video when on the island in November of 2001.I have reviewed the photos,the video,and looked over the codes.It seems to me that many of the items mentioned in the inspection report would not apply to the single,relatively small diesel fuel tank being used at a2 power plant.Iaddresstheitemspertheinspectionreport: 1,boNo warning or identification signs. There should be labels stating the contents of the tank and that it is combustible.We recommend attaching vinyl adhesive signs,6”x 24”on each sideof the tank with the words "Combustible”(red on white),and "Diesel”(black on white).These signs arestockitemsfromACETankandSupply.Theré should also be signs on the piping clearly - showing the direction the fuel is running and at least the word "Return”on the return piping. .Fire Extinquishers -none As I read the fire code,the level of protection must be analyzed and appropriate equipment provided.A small diesel tank in a cold climate with a vent 12 ft.in the air represents no significant fire hazard.The most likely problem would be during filling of the tank,andthe |problem would be with the truck.'The tanker truck would normally be equipped with a fire extinguisher to handle such problems.The power plant should certainly have several 15 to.20 lb dry powder types extinguishers,which are kept inside the plant.A fire extinguishermountedoutsideintheSt.George weather would probably be rendered useless by corrosioninafewmonths. Improper valve material (bronze)bronze valve on supply line into the plant. These valves should be replaced with cast steel.- No flex connectors at the tank There is no reason to believe the system needs flexes in the piping.There is no permafrost and the tank is on well drained and thawed ground,with no evidence of settlement.At the time the piping changes are made the connection of the pipe at the building end should be checked to assure that some flexibility is available. P.O.Box 232946 «Anchorage,AK 99523-2946 *(907)349-1010 «Fax:(907)349-1015 CE2 Engineers,Inc.| Page 2 of 2 May 28,2002 5.Improper supports -11'span of overhead piping unsupported (I”threaded) This does seem like a pretty long jump for 1”pipe,but it shows no evidence of sagging. We enclose a sketch of a unistrut frame to support the center of the piping run to the building.© 6.Valves not locked - Normally locking of valves has to do with fuel theft and fiiel spillage.The valves in thiscasecannotspillorallowpilfering.The tankis inside a proper fence and the valves areverydifficulttoreach.The main concern would be closing the inlet valve which would stop the engines in the power plant,and closing the return valve which could overpressure the engine fuel systems.It is prudent to change the valves to a cast steel lockable type and to install pressure relief valves around the isolation valves. ) _7.No pressure relief We are not sure what is inside the power plant,but normally pressure reliefs are no needed.Since we are changing the isolation valves at the top of the tank anyway,it is a minor chore to add pressure relief valves around those valves. 8.No SPCC,CG Ops manual,FRP,CG FRP None of this would seem appropriate for this size tank,which is filled by truck. Attached is a preliminary cost estimate for this work.It is intentionally generous because the weather for working and for flying in St.Georgé are not always cooperative. Thisis a very small task and J hesitate to make the.engineering very formal.Please advise me onwhatlevelseemsappropriateandwhatelseyouneedtoproceed. Yours truly, cR Robert E.Dryden P.E. Attachments:cost estimate (1 page),sketches (3 pages),catalog cuts (8 pages) P.O.Box 232946 «Anchorage;AK 99523-2946 @ (907)349-1010 ©Fax:(907)349-1015 -St.George Upgrade the 4000 gallon fuel tank at the City Power Plant Unistrut Materials 1 lot. Hilti Materials 1 lot. Rothammer rental w/bits 1 lot. Piping materials 1 lot. Procurement 8 mh @ $52.50 .Expediting the material 10 mh @ $34.70 Air freight on 500 Ibs,material +tools @ $1 per Ib. Air Fare to St.George,round trip Misc.Support,mailing,etc.S ., . Pipefitter with tools -2 days travel,5 days work 1 60 hr week @ $5,000 Local Help :5 day work,10 hr,$23/nr 'Total 05/28/2002 $300 $150 $200 $200 $420 $347 $500 $800$500_ $5,000 $1,150 $9,567