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as EXHIBIT D. <br /> The soil samples were analysed for BTEX, TVPH, EDB, & total lead; <br /> results, tabulated on TABLE 1 . showed very high levels of BTEX & <br /> TVPH, with total lead ranging from 44 to 64 mg/kg. EDB was below <br /> ' detection levels in all samples. The laboratory worksheets, test <br /> methods, and chain of custody are included as EXHIBIT E. <br /> ' On February 17, 1993, the San Joaquin County Environmental Health <br /> Division issued a letter to the owners requiring that because <br /> levels of contamination encountered during tank removal opera- <br /> tions exceeded allowable limits, a groundwater investigation will <br /> be necessary. Time limits were given for compliance with State & <br /> local regulations; refer to EXHIBIT F for a copy of that letter. <br /> Wm. J. Hunter & Associates were retained by the owners to prepare <br /> a workplan and supervise the placing of three (3) groundwater <br /> monitoring wells in an attempt to assess the extent and levels of <br /> 1 possible contamination that may be present on the site. After a <br /> request for a time extension was denied, (refer to FMIBIT ) a <br /> workplan was prepared and submitted to the County EHD on March <br /> 25, 1993; refer to MI$IT for a copy of that document. <br /> DETAILS OF WORK COVERED BY THIS REPORT= <br /> ' Work began on April 15, 1993, using a Spectrum Exploration auger <br /> rig operated by Joel Stapleton, driller, and Steve Tredwell , <br /> helper, under the supervision of Wm. Hunter, RG, of Wm. J. Hunter <br /> ' & Associates, (WJH. ) After a safety meeting and discussion of <br /> work to be performed, the rig was located over monitoring well <br /> #2, it' s location and the other two had been previously marked by <br /> ' WJH prior to starting work. <br /> The rig was equipped with sufficient 8 1/4'. <br /> OD flights to drill <br /> and complete each well without having to steam--clean equipment <br /> ' between wells_ An 18" California Modified split--spoon sampler <br /> was used for obtaining cores as required. After removing asphalt <br /> with a "cookie cutter, " augering operations began at 0900. The <br /> ' top 3' of soil consisted of sticky black clay loam, which graded <br /> to a mottled brown clay. At a depth of 5' , the blank plug was <br /> pulled from the auger, and a core barrel equipped with 3, 6" <br /> long, 2" diameter clean brass tubes was lowered into the flights <br /> ' and the barrel was driven to 6' 6" using a conventional driving <br /> assembly with blow counts of 7--9--11 . <br /> ' Core recovery was 18" , which consisted of mottled brown clay <br /> grading to tan to brown slightly sticky clay. There was no <br /> evidence of petroleum odor or contamination. The ends of the <br /> 4 <br />