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4.2.2 Soil Matrix Sampling <br /> Table 2 presents a summary of the soil matrix sampling and analyses planned for this PEA. As directed <br /> in the DTSC scope of work, soil matrix samples will be obtained from all 21 soil gas probe locations at a <br /> depth interval of 0 to 0.5-foot bgs for surface soil characterization, then at 4 to 5 feet bgs to check for <br /> deeper contamination. In addition, at the six specific areas of concern, soil matrix samples will be <br /> obtained at a depth interval of 14 to 15 feet bgs. <br /> All soil samples will be analyzed by USEPA-approved methods for Title 22 total metals, semi-volatile <br /> organic compounds (SVOCs) (including PAHs), organochlorine pesticides (OCPs), polychlorinated <br /> biphenyls (PCBs), and total petroleum hydrocarbons (TPHs). The analysis of TPHs will include carbon <br /> chain distinction(C8 through C40)to check for gas-,diesel-,and heavy carbon chain ranges of TPHs. <br /> If VOCs are detected by the soil gas investigation, additional soil matrix samples (up to a total of 12 <br /> samples) will be collected from the corresponding locations and depths using the USEPA Method 5035 <br /> sampling and field-preservation method. These samples will be analyzed for VOCs using USEPA <br /> Method 8260B. If soil samples are collected for VOC analysis, enough sample will be collected to allow <br /> determination of the moisture content as well. <br /> To provide required data for the human health and ecological hazard screening conducted as part of the <br /> PEA, two soil samples will be analyzed for physical parameters including soil moisture content, total <br /> porosity, bulk density, grain-size distribution, pH, TOC, and effective permeability. These samples will <br /> be collected from the continuously-cored boring at 5 feet bgs and at 15 feet bgs or at the interval of a <br /> significant change in soil lithology within the first 15 feet bgs. <br /> In addition to the planned samples, if areas significantly stained with waste oil or other petroleum <br /> products or organic constituents are observed, URS will recommend to DTSC additional soil sampling, <br /> and will proceed as directed by DTSC. Recommended analyses for such samples would include SVOCs, <br /> TPH and lower detection limit analysis for polynuclear aromatic hydrocarbons (PAHs) by EPA method <br /> 8310. Recommended sampling intervals would likely be at 0 to 0.5-foot and 2 to 3 feet bgs. <br /> The sampling protocol for the soil matrix samples is discussed in Section 4.2.4. Appropriate quality <br /> control samples including equipment rinsate blanks and field duplicates will be collected in accordance <br /> with the PEA Guidance Manual specifications. No background soil samples will be collected, as DTSC <br /> will provide background data from a similar nearby site. <br /> 4.2.3 Water Sampling <br /> Table 3 presents a summary of the water matrix sampling and analyses planned for this PEA. The only <br /> water samples anticipated are equipment rinsate blanks discussed in a later section of this work plan. No <br /> groundwater samples are currently planned under this PEA as groundwater is reportedly first encountered <br /> at greater than 110 feet bgs in the Site vicinity. Should perched groundwater be encountered during the <br /> drilling operations, groundwater sampling will be attempted using the Hydropunch technique (or <br /> equivalent) in order to provide screening-level data. Water samples will be analyzed by USEPA- <br /> approved methods for Title 22 metals, VOCs, SVOCs (including PAHs), OCPs, PCBs, and TPHs. <br /> Regarding metals analyses,equipment rinsate blanks will be analyzed for total metals, while groundwater <br /> samples, if collected, will be analyzed for dissolved metals. The groundwater samples will also be field <br /> tested at the time of collection for turbidity, pH, temperature, and specific conductivity by properly <br /> calibrated instruments. To provide for the possibility of groundwater sampling, protocol has been <br /> included in a later portion of this sampling plan. <br /> Page 15 PAPEA Lockeford\Work PlanULockeford WP.doc <br />