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INFORMATION SHEET • • <br /> - 15 - <br /> MUSCO FAMILY OLIVE COMPANY AND THE STUDLEY COMPANY <br /> WASTEWATER TREATMENT AND LAND DISPOSAL FACILITY <br /> SAN JOAQUIN COUNTY <br /> Discharge Specifications B.4 through B.6 <br /> These specifications are required to address nuisance odor conditions that have been documented at the <br /> facility. The Discharger proposed the Specifications found in B.5. <br /> Effluent Limitation C.I <br /> Loading limits are needed because excessive loading of nondegradable solids can result in exceeding the <br /> capacity of the cropped land application areas to take up the solids and subsequent groundwater <br /> degradation. To determine the appropriate concentration limits for the wastewater, staff reviewed the <br /> Designated Level Methodology for Waste Classification. Because the discharge is planned to continue <br /> indefinitely, the use of an attenuation factor is not appropriate because all the attenuation processes will <br /> become saturated over time. Therefore, the effluent limits are set by the background groundwater quality. <br /> The Discharger has requested that the salt limitation be expressed as"dissolved inorganic solids"(DIS) <br /> instead of"total dissolved solids" (TDS). TDS consists of both inorganic salts and a volatile component <br /> including sugars and carbohydrates. The Discharger indicates that the effluent limit should only apply to <br /> the inorganic portion. However, the effluent limitation is expressed as TDS for several reasons. First, if <br /> wastewater is overloaded onto the land application areas, then the volatile component may not be fully <br /> removed and a DIS value may not fully measure the extent of dissolved solids which are entering the <br /> groundwater. More importantly, the water quality criterion is expressed as TDS, not DIS. This Order <br /> must be fully protective of the groundwater and therefore the effluent limitation must be expressed as <br /> TDS. <br /> Effluent Limitation C.2 <br /> Loading limits for nitrogen are required because excessive loading of nitrogen can result in a build up of <br /> nitrogen in the soil column and eventual leaching to groundwater. The Discharger has presented a plan to <br /> crop the land application areas to remove all applied nitrogen. Because crop health in land application <br /> areas has historically been poor, the crop may not be able to take up all the applied nitrogen. <br /> Limiting total nitrogen loading to the agronomic rate for the crop ensures that all available nitrogen is <br /> taken up by the crop and not available to leach to the water table. Because there is no site-specific data to <br /> determine the denitrification potential in the vadose zone, staff have selected a conservative approach <br /> which is based on the assumption that 100% of the total nitrogen applied is ultimately available for plant <br /> uptake or leaching. This approach is appropriate until the Discharger completes a more definitive study <br /> of groundwater quality and site-specific nitrogen uptake rates. <br /> Effluent Limitation C.3 <br /> Loading limits for BOD are needed because excessive loading can deplete soil oxygen and cause <br /> anaerobic conditions. Anaerobic degradation of organic matter can cause severe nuisance odors and <br /> promote incomplete biodegradation, thereby allowing dissolved organic material to percolate through the <br /> unsaturated zone into groundwater. Anaerobic decomposition of organic wastes also creates organic acids <br /> that decrease soil pH. A low pH environment can cause excessive leaching of metals in the soil into <br /> underlying groundwater. <br />