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INFORMATION SHEET 10 <br /> WASTE DISCHARGE REQUIRMENTS ORDER NO. R5-2002-0213 <br /> U.S. DEPARTMENT OF DEFENSE <br /> DEFENSE LOGISTICS AGENCY <br /> DEFENSE DISTRIBUTION DEPOT SAN JOAQUIN <br /> SHARPE GROUNDWATER REMEDIATION SYSTEM <br /> SAN JOAQUIN COUNTY <br /> Reasonable Potential Analyses <br /> Where technology-based effluent limitations are inadequate to ensure compliance with water <br /> quality standards applicable to the receiving water, more stringent effluent limits based upon <br /> applicable water quality standards are imposed. <br /> Water Quality Based Effluent Limitations <br /> Federal regulations, 40 CFR Part 122.44 (d)(1)(i), require that NPDES permit effluent limitations <br /> must control all pollutants which are or may be discharged at a level which will cause or have the <br /> reasonable potential to cause or contribute to an in-stream excursion above any State water quality <br /> standard, including any narrative criteria for water quality. Beneficial uses, together with their <br /> corresponding water quality objectives, constitute the state water quality standards for purposes of <br /> compliance with the Clean Water Act. <br /> The Porter Cologne Water Quality Control Act defines water quality objectives as "...the limits or <br /> levels of water quality constituents or characteristics which are established for the reasonable protection of <br /> beneficial uses of water or the prevention of nuisance within a specific area". Water quality objectives <br /> designed to protect beneficial uses and prevent nuisances are found in the Basin Plan, and may be <br /> stated in either numerical or narrative form. <br /> In determining whether a discharge has the reasonable potential to contribute to an in-stream <br /> excursion(reasonable potential analysis), the dilution of the effluent in the receiving water may be <br /> considered where areas of dilution are defined. The available dilution may also be used to <br /> calculate protective effluent limitations by applying water quality criteria at the edge of the defined <br /> mixing zone. These calculations include receiving water pollutant concentrations that are typically <br /> ,based on worst-case conditions for flow and concentration. <br /> If limited or no dilution is available, effluent limitations are set equal to the applicable water <br /> quality criteria which are applied at the point of discharge so the discharge will not cause the <br /> receiving stream to exceed water quality objectives established to protect the beneficial uses. In <br /> situations where receiving water flows are substantially greater than effluent flows, dilution may <br /> be considered in establishing effluent limitations. However, when a receiving water is impaired by <br /> a particular pollutant or stressor, limited or no pollutant assimilative capacity may be available in <br /> spite of the available dilution. In these instances, and depending upon the nature of the pollutant, <br /> effluent limitations may be set equal to or less than the applicable water quality criteria that are <br /> applied at the point of discharge such that the discharge will not cause or contribute to the <br /> receiving stream excursion above water quality objectives established to protect the beneficial <br /> uses. <br /> Data Adjustments <br /> In most situations, EPA's NPDES regulations require that limits for metals in permit's be stated as <br /> total recoverable. Since most water quality criteria are expressed in the dissolved form, it is <br />