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` US <br /> Ms Margaret Lagorio Page 2 <br /> i San Joaquin County Environmental Health Department <br /> ARCO 760 <br /> February 15, 2006 <br /> depth-discrete soil and grab groundwater samples were collected to assess the western and southern <br /> lateral extent of 1,2-DCA in groundwater beneath the site Analytical data from the March 2004 <br /> investigation determined that the western extent of 1,2-DCA-impacted groundwater was not yet defined <br /> and that more sampling would be required during the second phase of the assessment In addition, in its <br /> letter dated October 14, 2004, SJCEHD reaffirmed its interest in defining/monitoring the eastern extent <br /> of impacted groundwater between the site and City of Lodi municipal well #1R (812 feet east of the <br /> site) <br /> Between November 20, 2004, and November 30, 2004, URS conducted the following field activities as <br /> part of phase II of the assessment <br /> r <br /> • One vertical soil boring (B-28) was advanced to first encountered groundwater on the <br /> northern side of Lodi Avenue, approximately 180 feet west of the site, and depth-discrete <br /> soil samples and a grab groundwater sample were collected to define the western extent of <br /> 1,2-DCA-impacted groundwater <br /> • One vertical soil boring was advanced to 70 feet bgs on the eastern side of S Cherokee <br /> Lane, and a 2-inch diameter monitoring well (MW4) was installed to monitor the eastern <br /> extent of impacted groundwater between the site and the City of Lodi municipal well <br />��. C One vertical soil boring was advanced to 105 feet bgs onsite and a 2-inch diameter deep <br /> groundwater monitonng well (MW-5) was installed in the area reporting the highest 1,2- <br /> DCA concentration to assess the vertical extent of impacted groundwater <br /> The Phase 11 did not identify any petroleum contamination in the soil samples, grab groundwater <br /> sample, or the groundwater sample from MW4 The groundwater- sample collected from MW-5 only <br /> r identified toluene (0 55p.g/L) and total xylenes (0 84 j,g1L) at or above the method detection limits This <br /> investigation resulted in establishment of vertical and horizontal extent of contamination at this site <br /> Quarterly groundwater sampling has occurred at the site from October 2002 to present The sampling <br /> results are presented in Tables 1 and 2 <br /> Site Geology and Hydrogeology <br /> Soil encountered during these activities consisted of sand, silty sand, sandy silt, and silt Boring logs, are <br /> presented in Attachment D A geologic cross-section is presented in Attachment E <br /> Based on quarterly water-level measurements from October 2002 through October 2005, the inferred <br /> groundwater flow direction is generally to the south at a gradient of 0 001 to 0 06 feet/foot <br /> Groundwater gradients and flow directions are summarized in Table 3 <br /> Contarmnant Mass Remaining and distribution <br />�i <br /> K 1WprocessV5 BP ARCO\007601Closure Rpt1760 Closure Report doc <br />