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�i <br /> California Tank Lines, Inc. Page 2 <br /> 1 3105 South El Dorado Street January 12, 2009 <br /> I <br /> Stockton, California 95206 <br /> during quarterly groundwater monitoring events. WRM reported TPHg in MW-4 at 26,300 ltg/L <br /> during the second quarter 2008 sampling event in June. Although TPHd has been reported as <br /> iron-detect in groundwater samples collected from MW- 1 since December 2007, prior to that, <br /> TPHd had been detected in most quarterly sampling events at concentrations greater than 1000 <br /> gg/L. WRM presented June 2008 groundwater results for TPHd and TPHmo detected in MW-2 <br /> at 10,900 µg/L and 12 ,600 ltg/L, respectively. <br /> Included in the SCM was a fate and transport analysis. WRM stated that based on lithological <br /> evaluation of CPT borings P1 , P2, P3 , and P4, there appears to be four sand zones located at the <br /> following intervals : 25-27, 56-66, 92- 107, and 120425 feet bsg. WRM also stated that depth-to- <br /> groundwater at the site is between 25 and 35 feet bsg, and groundwater gradient is toward the <br /> south/southeast. Based on results from groundwater samples collected adjacent to the CPT <br /> borings, WRM concluded that the TPHd and TPHmo plumes are constrained to an area directly <br /> surrounding the former motor oil underground storage tanks (USTs), and noted the residual <br /> TPHg portion of the petroleum hydrocarbon plume is constrained "to an area extending down <br /> gradient (southeast) of the former motor oil USTs toward MW-4 under South El Dorado Street" <br /> with the TPHg plume ranging from approximately 20 to 35 feet bsg. Using Rockworks© <br /> software to interpret preferential lithologic pathways for contaminant migration between this site <br /> and the adjacent site to the south, WRM determined that a relatively continuous zone of clayey <br /> silt with sand interbeds exists at approximately 20 to 35 feet bsg between MW-4 and P-2 at this <br /> site, and MW-7, P-7, P-8 , and P-9 at the adjacent site to the south. The sandy zone at first <br /> groundwater provided an avenue for lateral migration of TPHg and benzene between the two <br /> contaminated sites . WRM also noted that there exists a continuous clay bed from 35 to 40 feet <br /> bsg, providing a barrier to vertical migration of contaminants of concern. <br /> WRM concluded the following : <br /> • Based on lithological data collected from this site and the adjacent site to the south, "a <br /> fairly continuous low permeability clay horizon exists at approximately 35 feet bsg that <br /> could serve as an aquiclude . " <br /> • DIPE, the only contaminant detected below 65 feet bsg, may have been the result of <br /> being dragged down by the CPT equipment. <br /> • TPHd contamination is localized in the vicinity of MW-2, while TPHg, detected in the <br /> vicinity of MW-4 and P2 is the result of either an off-site source or an "overlap from <br /> diesel-range constituents . " <br /> • WRM presented constituent trend graphs to support the belief that a stable or declining <br /> plume of contaminants of concern exists. <br /> • WRM stated that "anaerobic natural attenuation processes appear to be operating in the <br /> vicinity of P2, based on the parameter trends compared to S-5 . " However, WRM did not <br /> explain as to what exactly is implied by groundwater results for dissolved oxygen, ferrous <br /> iron, nitrate, and sulfate data reported for P2 at 35 feet bsg, and S-5 reported at 65 feet <br /> bsg. <br />