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WASTE DISCHARGE REQUIREMENTS -2- <br /> GOLDEN GATE FRESH FOODS, INC. <br /> VICTOR FINE FOODS <br /> TREATMENT PLANT AND <br /> CLASS II SURFACE IMPOUNDMENT <br /> SAN JOAQUIN COUNTY <br /> polluted with TDS and chlorides. Verification monitoring has been ongoing <br /> since the discovery of the pollution in early 1986 and the extent of <br /> pollution is still undefined. Limited corrective action measures, including <br /> operation of three extraction wells, have been in effect since February <br /> 1989. <br /> 5. The Discharger proposes to discharge up to 0.13 mgd of process wastewater <br /> and 0.15 mgd of polluted ground water to the underground injection well . <br /> The injection well will be permitted by the EPA through an Underground <br /> Injection Control Permit (UIC Permit) as a Class I injection well . The <br /> process wastewater will be treated prior to injection to remove oils and <br /> grease, suspended solids, and biological organisms that may clog or <br /> otherwise interfere with the operation of the injection well . The polluted <br /> ground water will be extracted and commingled with the treated process <br /> wastewater prior to injection. <br /> 6. The Discharger has requested revised waste discharge requirements to treat <br /> the process wastewater to an acceptable quality for reliable injection. The <br /> proposed treatment facilities will include, in sequence of treatment, <br /> dissolved air floatation (DAF) for removal of oil and grease, equalization <br /> and aeration, activated sludge treatment, filtration, and chemical <br /> treatment. <br /> 7. A 1-acre equalization/emergency storage basin (EESB) is proposed as part <br /> of the treatment process to equalize flows into the activated sludge phase <br /> of the treatment process. The EESB will be regulated in these requirements <br /> as a Class II Surface Impoundment because the wastewater TDS concentrations <br /> and site conditions classify the waste stream as a designated waste. An <br /> engineered alternative, meeting the prescriptive standards of Title 23, <br /> Chapter 3, Subchapter 15 (Subchapter 15) , will be used for the proposed <br /> EESB. The engineered alternative features consist of a double, synthetic <br /> liner system and a french drain under the perimeter of the EESB. <br /> 8. The proposed treatment, including the DAF, EESB, activated sludge unit, <br /> filtration, and chemical treatment facilities (hereafter referred to <br /> collectively as the pretreatment plant) will be designed and operated to <br /> produce an effluent of sufficient quality to allow continuous operation of <br /> the injection well . Proper operation of the injection well is vital to <br /> ground water protection and cleanup of the polluted ground water. <br /> 9. Waste sludge will be digested and dried in drying beds prior to disposal <br /> in a method approved by the Executive Officer. <br /> 10. The process wastewater, polluted ground water, and the combined waste stream <br /> after pretreatment and commingling are described as follows: <br />