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PAC1. .v BELL FACILITY — UE656 <br />Potential <br />Spills <br />* <br />opills may occur by a variety of p-ssible failures. These <br />may include tank failure, gasket or connection failure, pipe <br />A* <br />B** <br />Type of Concern <br />Description <br />crack or failure, overfill or filling activity, draining incident <br />or other causes due to equipment failure and/or operator <br />✓ <br />vandalism <br />error. All other aspects are well protected from potential <br />✓ <br />Valve Failure <br />spills. This installation uses a supply -return piping system. <br />Fuel is withdrawn from the tank by suction produced by a <br />✓ <br />Rupture <br />✓ <br />TruckNehicle Damage <br />fuel pump at the engine. The return line recirculates surplus <br />fuel back to the tank. Any significant supply line failure <br />would cause air to enter the line which would kill the engine <br />✓ <br />Lightning rotection in lace <br />✓ <br />overfill(Procedures in place & alarm <br />and stop the fuel pump. The resulting potential loss in this <br />scenario would be the volume of fuel contained in the <br />pipeline. Failure of the return line would probably <br />✓ <br />Maintenance <br />discharge the recirculated fuel. The portion of the lines <br />below grade are double contained and continuously <br />✓ <br />Corrosion <br />monitored by a liquid sensor. <br />✓ <br />Flood <br />✓ <br />k <br />Pi- r Pk - <br />* A check here indicates that the spill potential is relatively higher <br />from this cause than others. <br />** A check here indicates that reasonable/standard types of measures <br />are in place to make a spill less likely. <br />Prediction of A spill at the tank would surface flow across the paved yard to a storm drain inlet located just north of the installation. <br />Flow <br />Direction <br />ReceivingI The onsite drainage system ties into the municipal system. The storm drainage in this area flows to the Delta. <br />Water <br />Flow Rate Supply piping failure can be considered to be an instantaneous release of pipe contents. Return piping failure could <br />release all fuel that is recirculated to the tank. The fuel recirculation rate is a function of engine design and generator <br />load. A reasonable planning estimate is that up to 15 gallons per hour could be released from returni mi . <br />Total Potential overfill events could result in loss of tens of gallons or more. Overfill events during delivery would be <br />Potential limited to the contents of the delivery vehicle compartment. However, due to the mechanical and administrative <br />Discharge controls governing delivery operations (see below) the total release anticipated in this scenario would be on the order <br />of a few gallons. Total discharge from supply piping failure is estimated to be on the order of 10 gallons of fuel or <br />less. Total discharge from return piping failure depends on the engine design, generator load, and duration of the <br />engine run. A reasonable estimate is that if the generator is running for an extended time, a Power Maintenance <br />Technician would visit the site within 12 hours. The resulting potential release would then be less than 200 gallons. <br />Although unlikely, more catastrophic release scenarios may result in loss of the contents of the tank. <br />The 3,000 -gallon Enviro-Vault aboveground fuel storage tank is a cylindrical concrete vaulted double wall steel tank. The inner tank <br />is totally enclosed within a bladder to provide corrosion protection as well as an immediate path for an external monitor. The annular <br />space between the primary tank and the secondary is filled with a minimum of six inches of light concrete to provide a minimum two-hour <br />fire protection. All tank penetrations are through the top of the secondary containment. The tank is anchored to the concrete foundation <br />slab. The supply and return piping between the tank and the generator engine are steel piping installed aboveground. The supply and <br />return piping is secondarily contained within clear secondary from the valves on top of the tank to the ells and unions outside of the <br />generator enclosure including the sections of flexible pipe. <br />4of10 <br />