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INFORNATION SHEET <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 v ill be treated by passing it serially <br /> through two exchangeable activated carbon inits prior to discharge to the storm <br /> drain. The activated carbon units are re enerated or disposed off-site. When <br /> breakthrough of the lead carbon unit oc urs, 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) of ground water, but could <br /> later be expanded to a maximum of 15 gp (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 oncentrations. 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 enzene, toluene, and xylene in EPAi <br /> Method 502; to less-than the limit of detection (0.05 mg/1 ) for Total Petroleum <br /> Hydrocarbons by EPA Method 8015; and less-than the limit of detection (1.0 ug/1 ) <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, toluene, 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 Tota 3 Petroleum Hydrocarbons is above the <br /> taste and odor threshold of approximately .1 mg/l , however, there is no use of <br /> the receiving water for domestic purposes a ywhere near the discharge point. The <br /> daily maximum for lead is set at 50 ug/l , th3 primary drinking water standard for, <br /> 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 monitori g, quarterly for most constituents, <br /> is not sufficient to determine compliant 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 /> Surf ace water f 1 ow f rom the s i to i s to Soutt Ma i n Cana 1 , wh i ch i s operated by the <br /> Woodbridge Irrigation District. <br /> .F <br />