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Chevron Station #9-5775 - 2 - 15 April 2005 <br />301 W. Kettleman Lane, Lodi <br />GWP&T system to conduct a rebound test, as a prelude to possible site closure. A City of Lodi <br />Municipal Supply Well (Well #12), a potential sensitive receptor, is located approximately <br />375 feet from the groundwater plume. Fate and Transport modeling in the GMMReport predicts <br />no impact to City of Lodi Municipal Well #12 after the GWP&T system is shut off. Well #12 is <br />screened greater than 200 feet below ground surface, and has not been impacted by petroleum <br />hydrocarbon contamination to date. <br />Discussion: I reviewed the case file, including the following documents submitted by SECOR <br />International Incorporated (SECOR) on behalf of Chevron Products Company and Messrs. Ivern <br />and Roger Baffoni (Responsible Parties): <br />Groundwater Modeling Report (GWM Report), received 31 January 2005; <br />Fourth Quarter 2004, Quarterly Progress Report (4Q2004 Report), which was received <br />as an Adobe Acrobat attachment in an email on 16 February 2005, and <br />Recommendations Clarification (Letter), received 23 March 2005. <br />The GWM Report provides the results of groundwater modeling and fate & transport modeling, <br />and includes a recommendation to halt this remediation system to conduct a rebound test. The <br />4Q2004 Report recommends continued operation of the GWP&T system to maintain hydraulic <br />control. The Letter clarifies the intent of the two conflicting reports recommendations by saying <br />that the recommendation for a rebound test (GWM Report) "... supercede... " the continued <br />operation of the GWP&T system (4Q2004 Report). <br />Comments: <br />GWM Report <br />The groundwater and fate & transport modeling (Modeling) was done in accordance with <br />standard groundwater modeling practices, which include the following: <br />• Site specific datum was used for input parameters, <br />• Sensitivity Testing was described in detail in text, <br />• Narrative description and graphic representation of results are adequately presented, and <br />• Multiple modeling layers and realistic boundary conditions were used to represent site- <br />specific geology. <br />The GWM Report provides sufficient documentation to verify the accuracy of the modeling <br />results. Modeling appears to adequately address regulatory concerns that residual petroleum <br />hydrocarbon contamination, when released from the hydraulic control now provided by the <br />GWP&T system, will not reach Well #12. Therefore I agree with the GWMReport <br />recommendation to perform a rebound test of the GWP&T system, provided the rebound test is <br />at least a two -months duration. During the test I recommend performing monthly groundwater <br />sampling of a sufficient number of wells to show whether the plume remains stable without <br />California Environmental Protection Agency <br />0 Recycled Paper <br />