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a <br /> ' INFORMATION SHEET <br /> I <br /> ARCO PRODUCTS COMPANY <br /> ARCO STATION 434 <br /> GROUND WATER TREATMENT SYSTEM DISCHARGE <br /> SAN JOAQUIN COUNTY <br /> ARCO Products Company proposes to discharge treated ground water from the cleanup <br /> of an underground gasoline tank leak into a storm drain which is tributary to <br /> South Main Canal in Lodi. The South Main Canal is operated by the Woodbridge <br /> Irrigation District. Pumped ground water will be treated by passing it serially <br /> through two exchangeable activated carbon units prior to discharge to the storm <br /> drain. The activated carbon units are regenerated or disposed off-site. When <br /> breakthrough of the lead carbon unit occurs, the lead unit is removed for <br /> regeneration, the trailing unit is placed in the lead position, and a new unit <br /> is placed in the trailing position. After some operational experience in <br /> determining the time of breakthrough on the lead unit, this procedure provides <br /> nearly 100% redundancy in the treatment system. The treatment system will <br /> initially be designed for a flow of 2 gpm (3000 gpd) ofround water, but could <br /> later be expanded to a maximum of 15 gpm (21,600 gpd) if it is found that <br /> additional ground water must be extracted to assure containment and cleanup of <br /> the ground water plume. <br /> The proposed treatment system should be capable of dependably removing petroleum. <br /> constituents and lead to non-detectable concentrations. The 30-day Average <br /> effluent limitations have, therefore, been set to less-than the limit of <br /> detection (0.5 ug/1) for benzene, ethyl benzene, toluene, and xylene in EPA <br /> Method 602; to less-than the limit of detection (0.05 mg/1) for Total Petroleum <br /> Hydrocarbons by EPA Method 8015; and less-tEhan the limit of detection (1.0 µg/l) <br /> for lead by furnace atomic absorption spectroscopy. The Daily Maximum effluent <br /> concentrations are established to allow for some effluent quality variation and <br /> the false positive analytical results inherent in analyses near the limits of <br /> detection. For benzene, ethyl benzene, io-luene, xylene, and Total Petroleum <br /> Hydrocarbons, the Daily Maximum Effluent Limitation has been set at ten times the <br /> detection limit. The daily maximum for Total Petroleum Hydrocarbons is above the <br /> taste and odor threshold of approximately 0' .1 mg/1 , however, there is no use of <br /> the receiving water for domestic purposes anywhere near the discharge point. The <br /> daily maximum for lead is set at 50 Mcg/l , the primary drinking water standard; <br /> for lead. <br /> Water quality objectives adopted pursuant to the Inland Surface Waters Plan are <br /> applicable to the discharge. The discharge is considered to be low volume, and <br /> therefore, monitoring for constitiuents with numerical water quality objectives <br /> is not being required. <br /> The proposed frequency of routine monitoring, quarterly for most constituents, <br /> is not sufficient to determine compliance with the 30-day Average effluent <br /> limitations. If the initial weekly or routine quarterly monitoring show <br /> detectable concentrations of Total Petroleum Hydrocarbons, benzene, toluene, <br /> xylene, ethyl benzene, or lead, the frequency of monitoring will have to be <br /> increased to allow determination of compliance with the 30-day limits. <br /> Surface water flow from the site is to South Main Canal , which is operated by the <br /> Woodbridge Irrigation District. <br />