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11/14/2003 14:53 E.E.C 4 12094683433 N0.691 PO4 <br /> NovambvLl UO3 <br /> Ta? NSl 1 i itst Stockton <br /> To minimize continuing conscniction delays, ETC subcontracted JET Drilling on a rush basis to <br /> mobilize to the site to advance nine shallow direct push borings. The purpose of the drilling <br /> activities was to determine the lateral and vertical extent of hydrocarborrimpacted soil at the site, <br /> The total depth of the soil borings ranged from five to twenty feet bgs. Soil samples were <br /> collected at five foot intervals and field screened with a Photo Ionization Detector (PID) to <br /> determine concentrations of volatile organic compounds in each sample. Samples were then <br /> labeled with the date, time sampled, project name, and unique sample identification number. <br /> age for transport to a State of California laboratory certified to <br /> Samples were placed on iced stor <br /> roper Chain of Custody protocol. The results of these <br /> perform the requested analysis, utilizing p <br /> samples are presented in Table I. <br /> EEC discussed the progress of the investigation with Michael Infuma at SJCDElJ on November <br /> 12, 2003, and then met with him on November 13, 2003. EEC agreed to submit this work plan <br /> for SJCDEM review based on the results of pending; laboratory analyses, which have since been <br /> received and are reported in Table 1, <br /> Proposed Assessment and Remed.lation Strategy <br /> Based on the findings on the initial sampling data, EEC is proposing to conduct the following <br /> scope of work,on a fast track basis. <br /> Prepare and implement a site specific Health and Safety Plan. <br /> • Obtain approval of this workplan by the SJCDEII <br /> • Excavate petroleum-impacted soil and soil with obvious hydrocarbon odor to minimize <br /> potential health and safety concerns associated with construction occurring in the area. <br /> Segregate soil in the field utilizing field observations and PID. <br /> • When excavation limits have been reached, EEC will collect conflrmation soil samples. <br /> At a minimum, these samples will be collected per the direction of the SJCDEH. <br /> Because the configuration and final excavation limits are not known at this time, EEC <br /> can only provide general guidelines by which confirmation testing will be conducted. <br /> I <br /> s Submit a final report to SJCDEH presenting the findings of the assessment and <br /> remediation activities. <br /> Confirmation samples will be collected as Follows: <br /> • Notify the SJCDEF prior to collecting any confirmation samples, so that SJCDER can be <br /> Present for sampling, if necessary, <br /> I1I <br /> • All samples will be collected in brt ss sleeves or laboratory grade sample jars. Samples <br /> will be labeled with the date, time sampled, project name, and unique sample <br /> identification number. samples were placed on iced storage for transport to a State of <br /> California laboratory certified to perform the requested analysis,utilizing proper Chain of <br /> Custody protocol. <br /> Sample locations — Samples will be collected fTom the bottom and sides of the final <br /> excavation, as well as from the excavated soil. <br />