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fl ( O%TC <br /> . A S S O C I A T E S I N C . <br /> 13,2004). During the December 13, 2004 event, benzene in MW4 was reported at a concentration <br /> of<0.5 ug/L. If this reduction was attributed solely to system activities this would equate to a <br /> removal efficiency of 99.9% after approximately 6 months of operation. (Note In addition, DO <br /> concentrations have increased notably in MW4. The increase in DO after system start-up would <br /> indicate influence by the C-SpargeTM process.) <br /> Benzene maps were plotted using data from March 17, 2004, June 3, 2004, September 13, 2004 <br /> and December 13, 2004. The March 17, 2004 and June 3, 2004 sampling data were obtained <br /> prior to system start-up. The September 13, 2004 and the December 13, 2004 sampling data was <br /> information obtained approximately 3 and 6 months, respectively after system operation start-up. <br /> Although there are not apparent reductions in the areal extent of benzene, significant reductions <br /> of benzene concentrations are apparent along the injection well corridor(Figure 21). <br /> 4.5.2 MTBE <br /> During this monitoring period, MTBE concentrations decreased in all wells except MW 10b. <br /> This reduction of MTBE is significant and will be used to evaluate the remediation system <br /> effectiveness over time. MW1 had the highest concentrations successively followed by EWI, <br /> MW4 and MW2 (Table 2). <br /> MTBE concentrations in MW1 have historically fluctuated, however the overall MTBE trend <br /> may be a true declining trend. If the trend is actually declining and it is associated with the <br /> ongoing remediation, some mixing may have occurred around the time of the August 13, 2004 <br /> monitoring event. Since DO also increased significantly after system start-up the results may be <br /> due to remediation system operations. (Note: Where the C-Sparge system is effective, results of <br /> the groundwater sampling may indicate an immediate rise in concentration of MTBE due to <br /> mixing followed by a progressive drop in concentration. The agitation of the groundwater and <br /> capillary pores by the fine bubbles strips adsorbed fractions. The mixed concentrations are often <br /> a better measure of total mass for treatment than solely the aqueous fraction.) The concentration <br /> of MTBE in MW1 has decreased from 190,000 ug/L prior to system startup to 49,000 ug/L on <br /> December 13, 2004. The DO concentration in MW1 increased from 0.36 mg/L on 3 June to 6.79 <br /> mg/L on December 13, 2004. <br /> In MW2, MTBE concentrations decreased from June 3, 2004 (140 ug/L) to December 13, 2004 <br /> (96 ug/L). DO has also increased after system start-up in MW2 from 1.39 mg/L on June 3, 2004 <br /> to 2.29 mg/L on December 13, 2004. <br /> MTBE was not detected at method detection limits in MW3 during this monitoring period. <br /> In MW4, MTBE concentrations decreased from June 3, 2004 (9200 ug/L) to December 13, 2004 <br /> .. . . . .(2600 ug/L). Although MTBE concentrations are decreasing with time, fluctuating conditions <br /> are evident. If the trend is actually declining and it is associated with the ongoing remediation, <br /> some mixing may also have occurred around the time of the August 13, 2004 monitoring event. <br /> DO has increased after system start-up in MW4 from 0.38 mg/L on June 3, 2004 to 2.20 mg/L on <br /> December 13, 2004. Since DO also increased significantly after system start-up the results may <br /> be due to remediation system operations. <br /> SA268231QM reports12004 4QR.doc 10 <br />