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0 • <br /> WASTE DISCHARGE REQUIREMENTS -2_ <br /> MARLEY COOLING TOWER COMPANY <br /> SAN JOAQUIN COUNTY <br /> (RAP) and to implement all measures necessary to remediate existing site <br /> contamination. <br /> 6. The DTSC, following discussions with Board staff, formally adopted the RAP <br /> on 29 August 1990, which included the conceptual design of the ground water <br /> remedial project. <br /> 7. The recommended ground water remedial action in the RAP includes the <br /> discharge of up to 0.72 mgd of treated ground water and storm water to the <br /> Stockton Diverting Canal . In order to minimize the local dewatering of the <br /> aquifer, recharge, reuse, and reinjection of the treated ground water and/or <br /> storm water, were to be evaluated as discharge alternatives. The findings <br /> were that reinjection into the shallow zone aquifer is technically feasible <br /> and utilization of reinjection would aid in ,flushing contaminants from the <br /> soils beneath the former retort pit. Therefore, approximately 5% of the <br /> treated water is reinjected into the shallow soils in the area of the retort <br /> pit. The injection water is then recaptured by the ground water extraction <br /> system. <br /> 8. The Discharger has been operating a treatment system for contaminated ground <br /> water and storm. water since October 1987. The discharge is presently <br /> regulated by Order No. 91-035, adopted by the Board on January 25, 1991. <br /> Revision of the current permit is required under Chapter 5.5, section 13380 <br /> of the Water Code for an increase in the treated water flow from the <br /> treatment plant and to incorporate reinjection of approximately 5% of the <br /> treated water for the purposes of flushing soils contaminated with chromium, <br /> copper, and arsenic attributed to the former wood preserving process. Full <br /> capture of reinjected treatment water by the ground water extraction system <br /> is in place. <br /> 9. The site is divided into two areas, the North Yard and the South Yard. All <br /> past wood treatment activities were conducted on the North Yard. Rain <br /> falling on the North Yard would become contaminated after contact with <br /> treated cooling tower components. This contaminated rainwater is collected <br /> in a storm drain system and is past through the treatment plant in the <br /> northeast portion of the site. Due to storage of treated wood products on <br /> the MCTC South Yard, some wood treating chemicals had been detected in the <br /> storm water runoff from the South Yard. The South Yard surface has been <br /> cleaned and residual contamination in pipes and ditches removed as part of <br /> the remedial actions undertaken by the Discharger. Runoff from the South <br /> Yard is not regulated. <br /> 10. The Discharger, has expanded the existing on-site treatment facility to <br /> treat flows to 0.72 mgd, discharging to the same outfall point in the <br /> Stockton Diverting Canal . The expansion of the treatment plant and the <br /> increase in ground water extraction are needed to control contaminant <br /> migration and remediate the underlying aquifer to meet cleanup levels as <br /> well as treat storm water. Ground water will be extracted from 17 <br /> extraction wells on and off-site. <br />