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Review of OU-1 FS Report -6- 7 August 1992 <br /> DDRW, Tracy <br /> constituents which result in a cumulative cancer risk of less than a one in a <br /> million. <br /> Semi-Annual Monitoring <br /> Semi-annual monitoring is proposed for each of the alternatives after two years of <br /> quarterly ground water monitoring subsequent to implementation of the remedial <br /> action. I do not concur with this proposal for a blanket approach to monitoring. <br /> Conceptually, semi-annual monitoring is acceptable in those cases where the system <br /> is well understood, and may even be appropriate for some of the monitor wells at the <br /> DDRW, Tracy site. However, up until this past year, Tracy has had a poor historical <br /> ground water monitoring program and because the hydraulic dynamics of the system are <br /> not all understood (i .e. , the easterly shift in the leading edge of the contaminant <br /> plume and obvious seasonal pumpage due to the surrounding agriculture) , it would be <br /> premature to approve of semi-annual monitoring. Tracy should implement the remedial <br /> action, collect and evaluated two years of quarterly data prior to any proposal in <br /> reduction to the monitoring frequency and submit an annual evaluation of the <br /> monitoring program. <br /> Pesticide Monitoring <br /> The Draft OU-1 FS Report indicates that monitoring for organochlorine pesticides <br /> (Method 8080) would be required for 30 years with Alternative 1. Presently the WDRs <br /> for the IRM do require monitoring for pesticides. However, continued monitoring may <br /> not be necessary if consecutive quarterly data demonstrate the absence of <br /> pesticides. Monitoring for pesticides for 30 years may not be necessary. <br /> Extraction Well Placement <br /> Figures 3.3-4 and 3.3-8 depict the placement of extraction wells in each of the <br /> three horizons for Alternatives 3 and 6. In general , the extraction wells appear to <br /> have been placed in a ring along the leading edge of the plume, especially in the <br /> shallow horizon, so that complete capture of the VOC plume to the aquifer cleanup <br /> level will occur. We concur with the need to install extraction wells near the <br /> leading edge of the plume, but are concerned that the extraction wells do not appear <br /> to have been placed near the "hot spots" of the plume both on- and off-base. <br /> Extraction wells need to be placed in those areas of the plume where the VOC <br /> contaminant concentrations are the highest in order to expedite the ground water <br /> cleanup. In addition, fewer wells near the leading edge of the plume may be needed <br /> if some of these wells are installed in the areas of the plume with the highest VOC <br /> concentrations. The location of the extraction wells should meet the overall <br /> objective of extracting a maximum amount of contaminants while maintaining hydraulic <br /> control of the plume. <br /> Extraction Well Flows and Design <br /> The Draft OU-1 FS Report indicates that for the Alternatives where the extraction <br /> rate is estimated to be 930 gpm (Alternatives 3 to 7) , extraction from each of the <br /> horizons will occur at a rate varying from 23 to 50 gpm (page 3-20) . These flow <br /> rates seem to be relatively low considering the hydraulic conductivity (K) and <br /> transmissivity (T) estimated for the water bearing zones (Table 3.2-1) . Depending <br /> on the T of the zone and the design of the extraction well , some of the extraction <br />