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4 <br /> EXXON,4444 PERSHING -3- 12 November 1996 <br /> STOCKTON,SAN JOAQUIN COUNTY <br /> Most of the treated groundwater leaving the upper screened section of the well circulates through the <br /> UVB sphere of influence, and re-enters the Iower screen section a number of times The treated <br /> groundwater leaving the UVB well is almost saturated with oxygen,thereby enhancing aerobic <br /> biodegradation in the circulation cell Bacterial growth will be monitored by plate count and <br /> epnfluorescence If microbial growth is limited by rutrogen, phosphorus, soil moisture, or pH, <br /> amendments will be introduced to the subsurface <br /> Two groundwater monitoring wells will be installed I foot from the UVB well to monitor the <br /> groundwater entering the lower screen and leaving the upper screen The UVB well will be installed <br /> near existing well RW3, which will be overdrilled and converted into one of the UVB momtoring wells <br /> The circulation cell width was calculated to be approximately 28 meters The maximum time to <br /> complete one pore volume flush of the circulation zone is 40 to 68 days The UVB well will draw in <br /> approximately 200 mYhr of air, and the pump will provide a ground water pumping rate of 2 m3/hr into <br /> the air stripper These flow rates produce an air to water ratio of 100 1, and a stripping efficiency of 90- <br /> 99% It is estimated that 90% of the influent water will be recirculated more than once The VOC <br /> concentrations leaving the circulation cell are "expected"to be lower than the influent concentrations <br /> COMMENTS ON UVB <br /> 1 The ability of the UVB well to drive vertical circulation through a thick interval of low hydraulic <br /> conductivity is limited From the cross sections, it is not clear that the effluent will be discharged <br /> into a sandy zone, although that appears to be the intent <br /> 2 The water discharged from the UVB well is unlikely to meet the discharge requirements in the <br /> General WDRs for petroleum cleanups <br /> 3 If bacterial growth is limited by nutrients, they propose to add them to the subsurface <br /> 4 This proposal is not intended to provide hydraulic control The downgradient flow rate appears to <br /> be increased for a limited distance However, it is not clear how the discharge will effect the <br /> downgradient plume outside the circulation zone <br /> 5 The subsurface zone influenced by the UVB well may be thought of as the treatment zone, rather <br /> than the discharge point Outside the treatment zone,there appears to be no increase in ground <br /> water flow rates, although this is not clear <br /> 6 No proposed discharge concentrations were provided <br /> 7 The reason for installing the two UVB wells only 1 foot from the UVB was not explained I <br /> understand that it is difficult to install wells so close together because augers do not always remain <br /> perfectly vertical after entering the subsurface <br /> 8 This proposal is not intended to treat the entire contaminant plume and a significant portion will <br /> not be affected by the UVB well <br /> 9 According to the case studies, ground water contamination concentrations may increase after <br /> startup of the UVB well due to "mobilization of contaminants from the pore spaces", presumably <br /> due to the flushing effect of the water circulation <br /> 10 The case studies show a decrease in contaminant concentration in some monitoring wells, <br /> however, not all monitoring wells within the treatment zone were impacted and the impact of the <br /> UVB appears limited <br />