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Mr. Mike Lescisin - 2 - 18 December 2003 <br /> oxygen, oxidation-reduction potential, sulfate and zinc. In planning the list of analytes, <br /> DWG should predict what compounds present in the subsurface will react with the <br /> introduced reducing agents to form new compounds that could degrade groundwater quality <br /> and beneficial uses. <br /> 2. The Work Plan specifies a discrete volume of soil and groundwater to be collected. The <br /> laboratory should specify how much soil and groundwater is necessary to accomplish all of <br /> the specified testing considering the additional analyses. <br /> 3. The Work Plan provides for two controls using contaminated soil and groundwater from the <br /> site but no reducing agent. This provides a method to measure how much pollutant would <br /> react in the laboratory environment and is a necessary control. However, another control <br /> should measure the amount of reducing agent used by site-specific clean soil and <br /> groundwater. The additional control should yield the amount of reducing agent consumed <br /> by reactions with constituents other than the pollutant. The additional control should be <br /> considered during in-situ or scale up design and will help estimate the appropriate amount <br /> of reducing agent to introduce into the subsurface. <br /> 4. The Work Plan proposes to conduct the test using soil-groundwater slurries rather than soil <br /> columns. This strategy will yield an estimate for the dose necessary to treat the pollutant <br /> mass in soil and groundwater. However,it does not provide the information necessary to <br /> determine if the reducing agent will leach through the soil column and reach the target <br /> pollutant depths or will react in the shallow soil column, restricting treatment depth to the <br /> injection depth. DWG needs to provide the rationale for eliminating soil column testing or <br /> incorporate them into the treatability study. <br /> 5. The Work Plan says, "Analyses for Cr VI will be performed by PRIMA Environmental <br /> using the diphenyl carbazide method, which has a detection limit of 0.01 mg/l." The two <br /> proposed reducing agents have been used at other sites to remediate hexavalent chromium, <br /> so we expect near complete conversion of hexavalent chromium to trivalent chromium. <br /> Thus, if each test using the two proposed stoichiometric doses and each of the two reducing <br /> agents produces a non-detect result, there seems to be no way to compare the results. DWG <br /> needs to provide the rationale for selecting the proposed analytical method and detail how <br /> the test results will be evaluated to determine the optimal reducing agent and stoichiometric <br /> dose. <br /> 6. The Work Plan includes post treatability study analyses that include total and hexavalent <br /> chromium,pH, sulfate and iron. The list is not complete. Post treatability analyses should <br /> include the same constituents analyzed to develop the baseline concentrations (see <br /> Comment 1) and any other constituents likely to form during the reduction reactions. Post <br /> treatability testing should also confirm the fate of all the reducing agent introduced. <br /> California Environmental Protection Agency <br /> CO Recycled Paper <br />