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n The tank in this study was determined to provide 110% containment of the largest volume <br /> contained within the containment. Please refer to attached Figure 1. OS inspects all tank <br /> containments on a daily basis and leak detection is accomplished by electronic level <br /> detection system with audible and visual alarms and visual observation of any potential liquid <br /> leaks into the secondary and tertiary containment. <br /> 15.0 CCR Title 22. §66265.194 — General Operating Requirements <br /> (a) Hazardous wastes or treatment reagents shall not be placed in a tank system if they <br /> could cause the tank, its ancillary equipment, or the secondary containment system to <br /> rupture, leak, corrode, or otherwise fail. <br /> (b) The owner or operator shall use appropriate controls and practices to prevent spills <br /> and overflows from tank or secondary containment systems. These include at a <br /> minimum: <br /> (1) spill prevention controls (e.g., check valves, dry discount couplings); <br /> (2) overfill prevention controls (e.g., level sensing devices, high level alarms, automatic <br /> feed cutoff, or bypass to a standby tank);and <br /> (3) maintenance of sufficient freeboard in uncovered tanks to prevent overtopping by <br /> wave or wind action or by precipitation. Uncovered tanks shall be operated to ensure at <br /> r� least 60 centimeters (2 feet) of freeboard, unless the tank is equipped with a <br /> containment structure (e.g., dike or trench), a drainage control system or a diversion <br /> structure (e.g., standby tank) with a capacity that equals or exceeds the volume of the <br /> top 60 centimeters (2 feet) of the tank. <br /> (c) The owner or operator shall comply with the requirements of section 66265.196 if <br /> leak or spill occurs in the tank system. <br /> (d) Transfer, treatment or storage of hazardous waste in tanks shall comply with section <br /> 66265.17(b). <br /> OS will operate the system per the specified requirements. <br /> Hazardous Waste Tank Assessment Report Martin Consulting <br /> Oil Stop,301 W. Kettleman Lane Page 22 of 29 Group,Inc.—Structural Design <br />