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TABLE 5 <br /> Potential Discharge Volumes and Direction of Flow <br /> MOUNTAIN VALLEY EXPRESS <br /> 1019 Bessemer Avenue, Manteca, California <br /> Maximum Maximum <br /> Potential Event volume discharge Direction of Secondary Containment <br /> released rate Flow <br /> (gallons) <br /> Bulk Storage Area <br /> Failure of aboveground 95% filled Gradual to Within Double-walled construction. <br /> tank (collapse or 10,000 instantaneous Secondary Concrete containment with drainage <br /> puncture below product gallon AST Containment to sewer with treatment <br /> level) 90% filled <br /> 9,000 gallon <br /> AST <br /> Tank overfill 1 to 30 30 gal/min Within Concrete containment with drainage <br /> Secondary to sewer with treatment <br /> Containment <br /> Pipe failure 1 to 10,200 240 gal/min Within Concrete containment with drainage <br /> Secondary to sewer with treatment <br /> Containment <br /> Leaking pipe or valve 1 gal/min Within Concrete containment with drainage <br /> packing Secondary to sewer with treatment <br /> Containment <br /> Unloading Area <br /> Hose leak during truck 1 to 60 60 gal/min Within Concrete containment with drainage <br /> loading Secondary to sewer with treatment <br /> Containment <br /> Fuel Dispe sing Areas <br /> Diesel dispenser hose/ 1 to 30 30 gal/minute Center of Land-based spill response capability <br /> connections leak �Facility Ispill kit and Facility surface swale <br /> Warehouse Building <br /> Leak or failure of drum 1 to 55 Gradual to SW to Creek. Spill pallets and Land-based spill <br /> instantaneous response capability spill kit <br /> Leak or failure of tote 1 to 400 Gradual to SW to Creek. Spill pallets and Land-based spill <br /> instantaneous response capability(spill kit <br /> Other Areas <br />