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TABLE 5 <br /> Potential Discharge Volumes and Direction of Flow <br /> CITY OF MANTECA CORPORATION YARD <br /> 120 and 210 East Wetmore Street, Manteca, California <br /> Maximum Maximum <br /> Potential Event volume discharge Direction of Flow Secondary Containment <br /> released rate <br /> (gallons) <br /> 210 East Wetmore Street <br /> Failure of aboveground Gradual to <br /> tank(collapse or puncture 10,000 instantaneous Internal Interstitial Space <br /> below product level) <br /> Land-based spill response <br /> Tank overfill 1 to 30 30 gal/min Radial capability(spill kit) and Facility <br /> surface swale <br /> Hose leak during truck Land-based spill response <br /> unloading 1 to 60 60 gal/min Radial capability (spill kit) and Facility <br /> surface swale <br /> Leakingpipe or valve Land-based spill response <br /> p p 1 to 25 1 gal/min Radial capability(spill kit) and Facility <br /> packing surface swale <br /> 120 East Wetmore Street <br /> Failure of aboveground Gradual to <br /> tank(collapse or puncture 500 instantaneous Internal Interstitial Space <br /> below product level) <br /> Land-based spill response <br /> Tank overfill 1 to 30 30 gal/min Radial capability(spill kit) and Facility <br /> surface swale <br /> Hose leak during truck Land-based spill response <br /> unloading 1 to 60 60 gal/min Radial capability(spill kit) and Facility <br /> surface swale <br /> Leakingpipe or valve Land-based spill response <br /> p p 1 to 25 1 gal/min Radial capability(spill kit) and Facility <br /> packing surface swale <br /> OTHER AREAS <br />