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Additionally,the secondary containment tanks are located within the paved, roofed Drain Building, <br /> which is comprised of 2 walls and is open to the west and east sides. The Drain Building floor is <br /> constructed of concrete and the west and east entrances are each bordered with a drainage Swale. <br /> The concrete floor is relatively flat and provides secondary containment for the piping that extends <br /> from the drain racks to the secondary containment for the tanks. Minor drips and spills that occur <br /> during removal of the fluids from the vehicles are controlled with absorbent that is drummed and <br /> disposed after use. <br /> The dimensions of the two above ground secondary containment tanks are approximately 13 ft long <br /> by 8 ft wide by 2.3 feet high. The containment tanks are molded with sidewall indentations to <br /> provide structural strength (See Drawing 15101000 in Appendix C). The northern secondary <br /> containment holds tanks 01, 02,Al, and A2;the southern secondary containment holds tanks 03, <br /> 04, A3, and A4. <br /> Calculations of the secondary containment capacity are provided in Appendix B. The capacity was <br /> calculated by determining the interior volume of each secondary containment tank and ensuring <br /> that this volume was greater than the volume of the largest tank in the compartment plus the <br /> maximum volume of the associated piping. In addition, the volume of the other tanks within the <br /> associated containment was subtracted from the containment capacity to account for the displaced <br /> volume it represents. Each containment tank was found to have excess capacity(see Appendix B). <br /> The interior of the containments was relatively clear of trash and debris. The bottom of the <br /> containments did not show evidence of damage or leaks. <br /> 2.3 Piping <br /> Waste antifreeze and waste oil from salvaged vehicles is gravity drained into their associated tanks <br /> located in the aboveground secondary containments,as previously described. Details of waste tank <br /> piping are provided in Table 2. Because of the nature of the operation, the drain racks are <br /> configured with drain pans attached to articulated arms for positioning as needed to receive used oil <br /> and waste antifreeze as it is drained from the vehicles. This necessitates the use of flexible piping <br /> at the joints of the articulated arms. The remaining piping on the arms is steel. The drain rack <br /> piping directs the fluids to polyvinyl chloride(PVC) header piping that extends from the drain racks <br /> to the storage tanks within the secondary containments. Example pictures of the drain racks and <br /> Hazardous Waste Tank Assessment Stockton,CA <br /> Auto Parts Group—Pick-N-Pull 3 Project No.211283 <br />