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2012 Semiannual Groundwater Monitoring and Evaluation Report <br /> Full-Scale In Situ Hexavalent Chromium Reduction Treatment Implementation <br /> Former Marley Cooling Tower Site, Stockton,California October 2012 <br /> 8.0 RECOMMENDATIONS <br /> The CVRWQCB issued a new MRP, number R5-2012-0814, dated 5 September 2012 <br /> (CVRWQCB, 2012) which requires groundwater sampling during full-scale in situ treatment, <br /> and specifies the locations to be sampled, frequency of sampling, and analyses to be performed. <br /> SPX will implement the MRP No R5-2012-0814 as part of the fourth quarter 2012 monitoring <br /> program. <br /> SPX has performed the required sampling, often including additional locations or analyses for <br /> more detailed plume evaluation, for more than four years after completing the full-scale in situ <br /> treatment program. Data collected during this follow-up period have demonstrated Cr and Cr+6 <br /> concentrations across large portions of the former groundwater plume have been reduced to <br /> below the WQO (50 µg/L) without a lasting accumulation of undesirable byproducts (i.e., SO4, <br /> As, or other metals). Therefore, consistent with the MNA approach identified in the RAIWP and <br /> the decision logic diagram (Figure 5), MWH has proposed reductions to the sampling frequency <br /> (Table 8) for select wells in the North Yard. <br /> Cr and Cr+6 concentrations at EW-3 and MW-213 are fluctuating. As presented in Section <br /> 4.2.1.2 the water table elevation in the Shallow Zone experienced 20+ foot decline and 15 foot <br /> increase over the past five years. The recent rise allows ground water to leach soluble hexavalent <br /> chromium from the high concentrations immediately under the retort pit area and could thus <br /> mobilize hexavalent chromium in the deeper portion of the vadose zone. Continued quarterly <br /> monitoring is recommend for these locations to assess the impact that fluctuating groundwater <br /> elevations are likely having on the long term contaminant concentrations. EW-3 and MW-213 <br /> are located in the north yard and the groundwater extraction and treatment system provides <br /> hydraulic control of contaminants at these wells. Concentration increases at perimeter wells and <br /> off-site wells have not been observed, indicating that migration of contaminants from EW-3 and <br /> MW-213 is being controlled and if occurring is limited to confines of the North and South yards. <br /> The newly installed wells MW-449S and MW-449D, installed in the North Yard, and MW-450S <br /> and MW-450D, installed in the South Yard, will help provide additional information on the <br /> distribution of Ct and Cr6+ concentrations in the intermediate zone. Data from these newly <br /> installed wells will be documented in the 2012 Annual Report, which is due by February 2013. <br /> 9 mm" <br /> 8-1 <br />