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J ' <br /> 3.0 Laboratory Testing <br /> The soil vapor samples will be shipped under chain-of-custody to a California-certified <br /> laboratory. The soil vapor samples will be analyzed by EPA Method TO15 (5 and 20 <br /> ppbv) for BTEX compounds plus MTBE and for TPHG by TP3. Sampling train <br /> effectiveness (short-circuiting) will be evaluated by including the leak check gas in the <br /> analysis (TO-15 for isopropyl alcohol). <br /> Also the two representative soil samples will be submitted to McCampbell Analytical and <br /> Cooper Testing Laboratory who will be instructed to analyze them for bulk density, <br /> porosity, moisture content, grain size distribution and total organic carbon (TOC). The <br /> testing will be conducted using established methods (e.g., ASTM, etc.). <br /> 4.0 Soil Vapor Well Destruction <br /> The soil vapor wells will be destroyed following collection of all samples and laboratory <br /> data are reported to the City and Wright. A brief summary of the destruction procedure <br /> tallows: Wright will hand auger through the boring backtill and remove the soil vapor <br /> sample tube. Soil, sand and bentonite recovered from each well will be placed in sealed <br /> waste containers, labeled and properly disposed. <br /> Each boring will be backfilled and sealed using a neat cement mixture of Portland cement <br /> from the bottom to the top of the boring using a tremie line. Borings completed through <br /> sidewalk or asphalt pavement will be finished with about 4-inches of Portland cement <br /> concrete matching the finish of the surrounding surface. <br /> 5.0 Tentative Schedule, Data Evaluation and Report <br /> Following EHD approval of this Work Plan (and receipt of approved drilling permits), it <br /> is anticipated that the vapor sampling will occur within two weeks thereafter. However, <br /> this is subject to potential weather delays since the vapor sampling should not occur <br /> w-thin five days of a storm producing significant (approximately 0.5-inch or more) of <br /> rain. The fieldwork is estimated to be a two-day process (with an intervening 48-hour <br /> is about two weeks. <br /> equilibration period) o dhe fie dworksampl ng and chemhe laboratory analysis o al analysis and discussion g <br /> ht <br /> will prepare a report of <br /> the results. <br /> The analytical results will be evaluated with respect to general, conservative risk-based <br /> sc-eening levels such as those set forth by the RWQCB (May 2008 revision). Our <br /> comparison will be with screening levels for commercial exposure since that is the Site's <br /> predominant land use. Based on this evaluation we will either (a) contract with a <br /> toxicologist and Certified Industrial Hygienist to prepare a human health risk assessment, <br /> which will incorporate site-specific factors such as the physical soil properties and the <br /> site particulars; or (b)proceed directly to report preparation. <br /> Page 4 of 8 <br />