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1. 0 Introduction/Purpose <br /> As required by the Central Valley Regional Water Quality <br /> Control Board (RWQCB) , additional investigation of lead <br /> contaminated soils is proposed in conjunction with the Re- <br /> Manufacturing surface impoundment characterization and <br /> closure. The characterization and closure activities are <br /> being conducted under the jurisdiction of the RWQCB and the <br /> Toxic Pits Cleanup Act of 1984 (TPCA) . To further assess <br /> the lateral and vertical extent of soils affected by opera- <br /> tions at Re-Manufacturing, WaterWork proposes to drill, log <br /> and sample additional shallow soil borings. Soil samples <br /> will be collected in locations shown on Figure 1. <br /> The State Department of Health Services (DHS) is currently <br /> involved in an investigation at the adjacent business, <br /> which is also on property owned by Re-Manufacturing. In <br /> the interest of minimizing the investigative effort at the <br /> two sites, soil borings and samples may be used for inves- <br /> tigation of the adjacent site as well as Re-Maufacturing. <br /> Because of the rigid time schedule mandated by the RWQCB <br /> and substantial enforcement actions pending against Re- <br /> Manufacturing for failure to comply with the dictated time <br /> schedule, work must commence as soon as possible. <br /> 1. 1 Soil Sampling Methodology <br /> Up to sixteen six-inch diameter soil borings will be <br /> drilled using a hollow-stem auger drill rig under C57 <br /> license. Borings will be drilled to characterize the lead <br /> concentrations in shallow soils as well as identify soil <br /> stratigraphy (native vs. fill) . Borings will be drilled <br /> into native material (approximately 15 feet) to provide a <br /> cross-section of site lithology and valid statistical <br /> representation of lead concentration in native soils. <br /> Drill cuttings will be logged continuously for characteri- <br /> zation of soil type. Subsurface lithology will be charac- <br /> terized according to the Unified Soil Classification System <br /> by an experienced geologist or civil engineer and recorded <br /> on boring logs. Soils encountered will be monitored for <br /> organic vapors by placing a small amount of representative <br /> material in a sealed container, then measuring the concen- <br /> tration of volatiles collected in the head space of the <br /> container with a photoionization detector (PID) calibrated <br /> with isobutylene to the benzene standard . The values <br /> obtained at each measurement point will be recorded on the <br /> boring logs. Soil cuttings generated during the drilling <br /> process will also be screened for the presence of volatile <br /> organics using a PID. <br /> 1 <br />