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Section 4 • • Field Procedures <br /> 5.1.2. Mobilization and Set-Up <br /> The DPT rig will be inspected to make sure the equipment is properly maintained, adequately <br /> decontaminated, and capable of achieving the objectives for drilling, sample collection, and abandonment <br /> of the boring. All field health and safety monitoring equipment will be calibrated according to the <br /> instrument manufacturer's specifications and/or project work plans. <br /> Once the DPT rig is sited at the sampling location, the driller will be directed to make sure the location is <br /> reasonably free of underground utilities by hand auguring to a depth of two feet bgs at each location. <br /> 5.1.3. Drilling <br /> The DPT and sample collection will be commenced by advancing the conductor casing and associated <br /> sample barrel (with liner) for the first three-foot increment. Each sample barrel will be retrieved as <br /> quickly and smoothly as possible. The borehole will be advanced in three-foot increments. The acetate <br /> liner containing the soil sample will be removed from the sample barrel and soil samples collected at 2 <br /> feet bgs, 6 feet bgs and 10 feet bgs. <br /> 5.1.4. Soil Sample Collection <br /> Composite subsurface soil samples will be collected using DPT sampling equipment. Soil samples will <br /> be analyzed for the COCs listed in Section 3. <br /> For the horizontal composite samples, soil samples will be collected from 0 to 4 feet bgs, 4 to 8 feet bgs, <br /> and 8 to 12 feet bgs at four locations (a, b, c and d) within each numbered grid and composited with the <br /> same interval of soil sample collected from each of the lettered locations. See Figure 2. At the locations <br /> designated for vertical composite samples, samples will be collected from evenly spaced locations <br /> throughout the boring depending on the depth of the boring and sent to the laboratory for compositing and <br /> analyses. Discrete soil sampling';will also be collected as dictated by T&R. Soil samples will be collected <br /> by cutting a six-inch section of the acetate sleeve and capping the ends with a Teflon^' film over each <br /> end of the liner, then sealing each end with plastic end caps. Samples will be submitted to Test America <br /> Inc. (Test America) laboratory in Pleasanton CA. Compositing of the samples will be conducted by the <br /> laboratory. Each soil sample will be labeled for identification. Each label will contain,at a minimum,the <br /> following information: <br /> ■ Project number <br /> ■ Boring identification <br /> ■ Sample number <br /> ■ Bottom depth of sleeve <br /> \\con.fsOtproje s\2008_Projects2M78 City of Stockton Soil Excavation\B.Originals\Samidling and Analysis Plan\Slocklon_SAP_Daft_062408_bh.doc 11 <br /> 5-2 <br /> ERRG <br />