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Union Pacific Railroad <br />Tank Report <br />Location: CA, Sto kton <br />Name: TNKG- Abbr: TNKG-0079 <br />0079 <br />Facility: All <br />Tank Nb rj: TNKG- Figure Nbr: 213 <br />0079 <br />Description: TNKG-0079 is a dual chamber, con -vault tank <br />Flow Direction# Sheet Sensitive <br />flow to Environment: No <br />Walker <br />Slough <br />Discharg 5 gpm Ultimate Discharge 550 <br />Flow Rate Containment Volume: <br />Discharge Scenario Discharge from the interior steel tanks would be <br />Description detected through the intersticial monitoring port. It <br />would require a very high impact to the exterior <br />concrete tank to damage the inner, steel tank and <br />create an opening in the exterior concrete tank. <br />Discharge Detection Visual inspection by employees on duty at the One <br />System Description Spot. <br />Corrosion Concrete <br />http://home. www.uprr.corp/depts/EnvMgrnt/Ceps/cfm/Reports/Info_Plan.cfm 11/18/03 <br />which contains 250 gallons of gasoline and 250 <br />gallons of diesel fuel. It is used by the Railcar <br />repair employees to service off track equipment <br />and portable power tools. <br />Access Rout <br />Access to the facility is from the north at the 8th <br />Description <br />Street entrance to the railyard. From 8th Street <br />turn left at the intersection in front of the UPFE <br />shop and follow the paved road. The Rip Track is <br />on approximately 1/4 mile on the left. <br />Material. <br />Convault Product: Diesel/Gasoline <br />Dimension <br />4'x3'x8' Volume: 500 <br />Year Installed <br />1997 Position: Horiz. <br />Base Support <br />Concrete Annual Usage: 2000 <br />Longitude <br />Latitude: <br />Op90 Thrs Ind <br />No Port Tank Ind: Yes <br />Period Flood Ind <br />No <br />Removal Date <br />Proposed <br />Removal Date: <br />Inventory Method, <br />Receipts Internal none <br />Heating Coil: <br />Over Fill Spill <br />Yes Spill Avoid System: Yes <br />Product Detected <br />No Response Time: Prompt <br />Integrit <br />Visual Test Frequency: Annual <br />Test Methodli <br />thru <br />inspection <br />port <br />Failure Probability: <br />Low Failure Type: Damage from <br />impact <br />Flow Direction# Sheet Sensitive <br />flow to Environment: No <br />Walker <br />Slough <br />Discharg 5 gpm Ultimate Discharge 550 <br />Flow Rate Containment Volume: <br />Discharge Scenario Discharge from the interior steel tanks would be <br />Description detected through the intersticial monitoring port. It <br />would require a very high impact to the exterior <br />concrete tank to damage the inner, steel tank and <br />create an opening in the exterior concrete tank. <br />Discharge Detection Visual inspection by employees on duty at the One <br />System Description Spot. <br />Corrosion Concrete <br />http://home. www.uprr.corp/depts/EnvMgrnt/Ceps/cfm/Reports/Info_Plan.cfm 11/18/03 <br />