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WASTE DISCHARGE REQWMENTS ORDER NO. 5-00-031 -5- <br /> CITY OF LODI <br /> WHITE SLOUGH WATER POLLUTION CONTROL PLANT <br /> SAN JOAQUIN COUNTY <br /> Standards Handbook and the Technical Support Document for Water Quality-based Toxics <br /> Control..." The Board finds that, based on water quality evidence and the applicable <br /> procedures guidelines currently available, provisions for a mixing zone by allowing compliance <br /> with water quality objectives to be determined at the confluence with Bishop Cut and White <br /> Slough should not be continued. <br /> Dredger Cut is a dead end slough, with minimal dilution in the vicinity of the discharge. Results <br /> of a study conducted over the previous permit term have shown that the average dilution is 2:1 <br /> over a tidal cycle at a location approximately 300 meters downstream of the outfall. This <br /> mixing zone covers the cross-sectional area of Dredger Cut. Because available dilution within <br /> the mixing zone is negligible, extending for at least 300 meters, the Board will not designate any <br /> mixing zone within which water quality objectives will not apply. The elimination of the <br /> mixing zone within Dredger Cut requires that this permit apply water quality objectives to <br /> Dredger Cut which have never been applied to this specific area of the water body. Effluent <br /> limitations for lead, zinc, and cyanide, as well as BOD (for compliance with the dissolved <br /> oxygen objective) and temperature have been included in this permit, as explained below, based <br /> on the application of water quality objectives within Dredger Cut. The Discharger is not <br /> currently capable of meeting these effluent limitations. <br /> This order provides for a time schedule for meeting the effluent limitations. The time schedule <br /> is authorized to be included in this order based on 40 CFR §122.47. The Board considers the <br /> elimination of the mixing zone in Dredger Cut for compliance with water quality objectives as a <br /> new interpretation of the Basin Plan. <br /> 23. The Basin Plan water quality objective for cyanide is a maximum concentration of 10 µg/1. <br /> EPA's ambient water quality criteria for protection of aquatic life are a continuous concentration <br /> of 5.2 µg/1 (30-day average, chronic criteria), and a maximum concentration of 22 µJ1 (1-hour <br /> average, acute criteria). Effluent sampling results submitted as part of the application, in <br /> studies, and as directed by monitoring and reporting programs show cyanide concentrations <br /> have exceeded the EPA acute and chronic criteria, as well as the Basin Plan objective. <br /> Background receiving water concentrations of cyanide are unknown, and are presumed to be <br /> non-detectable. The Board finds that cyanide is or may be discharged at a level that will cause <br /> or have the reasonable potential to cause, or contribute to, an in-stream excursion above the <br /> Basin Plan water quality objective. Effluent limitations for cyanide have been included in this <br /> Order based on the Basin Plan objective and the chronic criteria, with no mixing zone <br /> designated. The Discharger is not currently capable of meeting this limit. <br /> 24. The Basin Plan's numerical water quality objective for dissolved zinc is a maximum <br /> concentration of 100 µg/1, which is equivalent to a total recoverable concentration of 101 µ.g/1. <br /> EPA's ambient water quality criteria for protection of freshwater aquatic life are a continuous <br /> concentration of 133 µg/l (30-day average, chronic criteria), and a maximum concentration of <br /> 133 µg/1 (1-hour average, acute criteria), based on a water hardness of 113 mg/1. These criteria <br /> were originally developed using metals concentrations expressed as total recoverable metals, but <br /> have been converted to be expressed as dissolved metals. For zinc, the conversion factor (CF) <br />