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INFORMATION SHEET 6 <br /> WASTE DISCHARGE REQUIREMENTS ORDER NO.R5-2004-XXXX <br /> DEFENSE DISTRIBUTION DEPOT SAN JOAQUIN <br /> SHARPE WASTEWATER TREATMENT FACILITY <br /> SAN JOAQUIN COUNTY <br /> Chlorine disinfection of effluent causes formation of trihalomethanes, which are priority <br /> pollutants. Treatment to reduce these in wastewater generally has not been performed, <br /> and little is known at this point on the typical impact on groundwater. DDJC-Sharpe <br /> currently operates a groundwater extraction/treatment system for volatile organic <br /> compounds that is down gradient from the WWTF, so potential groundwater degradation <br /> by trihalomethanes would be limited to groundwater beneath the facility <br /> Wastewater from the types of sources present at DDJC-Sharpe typically contains nitrogen <br /> in concentrations greater than water quality objectives, which vary according to the form <br /> of nitrogen. Degradation by nitrogen can be controlled by tertiary treatment for nitrogen <br /> reduction, and agronomic reuse on harvested crops. The effectiveness varies,but <br /> generally best practicable treatment and control should be able to control nitrogen <br /> degradation at a concentration well below the water quality objectives. The proposed <br /> interim limitation reflects water quality objectives. <br /> Waste constituents that are forms of salinity pass through the treatment process and soil <br /> profile and effective control of long-term affects relies upon effective source control and <br /> pretreatment measures. In the best of circumstances, long-term land discharge of treated <br /> municipal wastewater will degrade groundwater with salt(as measured by TDS and EC) <br /> and the individual components of salts (e.g., sodium, chloride). The proposed Order sets <br /> water quality objectives for the interim while site-specific, constituent-specific limits are <br /> developed in conjunction with a BPTC evaluation of source control and pretreatment. <br /> The next Order will likely contain effluent limits for salt components other than chloride <br /> that, if met, assure groundwater quality will be controlled to an acceptable level. <br /> Other potential constituents in wastewater that may pass through the treatment process <br /> and the soil profile include recalcitrant organic compounds (e.g., ethylene glycol, or <br /> antifreeze),radionuclides, and pharmaceuticals. Hazardous compounds are not usually <br /> associated with wastewater from the types of sources present at DDJC-Sharpe and when <br /> present are reduced in the discharge to inconsequential concentrations through dilution <br /> with domestic waste, treatment, and the implementation of effective pretreatment <br /> programs. It is inappropriate to allow degradation of groundwater with such constituents, <br /> so proposed limitations are nondetect. <br /> A discharge of wastewater that overloads soils with nutrients and organics can result in <br /> anaerobic conditions in the soil profile, which in turn creates organic acids and decreases <br /> soil pH. Under conditions of low soil pH (i.e.,below 5), iron and manganese compounds <br /> in the soil can solubilize and leach into groundwater. Discharge of residual sludge to <br /> land may also lead to increases in groundwater alkalinity and hardness to concentrations <br /> that impair the water's beneficial uses and contribute to an overall increase in TDS. <br /> Overloading is preventable. Though iron and manganese limits are set at the water <br /> quality objective, groundwater pH is expected to remain the same as background. <br />