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Work Plan—PEA Page 8 <br /> Former Haley Flying Service <br /> GPE Project 474.2 <br /> by a possible past release. As shown on the detailed site map (Figure 3), a total of 14 targeted <br /> shallow soil sample points have been selected. The map also shows the proposed sample ID <br /> designations. The numbering convention described above for shallow screening samples will <br /> be carried through to these targeted samples. One of the samples (S-IOB) will also be tested <br /> for the possible presence of VOC's and petroleum hydrocarbons that may have been released <br /> from a surface spill from two drums of waste liquid documented by the San Joaquin County <br /> Environmental Health Department <br /> Groundwater Samples <br /> The single installation believed most likely to have impacted the soil is the area of the washout <br /> pit. A groundwater sample will be collected from points near each end of the washout pit. <br /> Geo-Probe soil borings (designated B-1 and B-2) will be installed and advanced to a depth <br /> sufficient to penetrate the groundwater surface, and a sample of the shallow groundwater will <br /> be collected from each of the two borings. <br /> 2.1.2 Shallow Soil Sampling and Analysis <br /> The shallow soil samples will be collected using hand auger soil boring tools. Where needed, <br /> asphalt or other surface obstructions will be penetrated by use of a small roto-hammer. Once <br /> native soil is encountered, the first 6-inches of soil will be collected as a discreet sample, and a <br /> second discreet sample collected from 6 to 12 inches will be collected as a second sample. <br /> These two, stacked samples will be collected for the purpose of obtaining information <br /> regarding the vertical distribution of any contaminants that may be detected. In this way, two <br /> discreet samples will be collected from each sample point. The samples will be collected by <br /> use of a slide-hammer driven soil-sampling tool equipped with a new, 2-inch diameter, 6-inch <br /> long brass or stainless steel sample sleeves. In cases where dry, loose soil prevents retention <br /> in the soil sampler, sample material may be collected directly from the auger bucket. <br /> Excluding the single VOC sample, the expected contaminants have low volatility; and this <br /> sample method should not result in a material degradation of sample quality. One sample will <br /> be collected for VOC testing. In order to assure adequate preservation of volatile <br /> compounds, an Encore sampling device will be inserted into the sample sleeve and the <br /> resulting sample will be kept separate from the remainder of the sample material. Upon <br /> retrieval, each sample tube will be sealed with aluminum foil (or Teflon patches) and plastic <br /> end-caps. The caps will be secured with duct tape, and the sample labeled. The labeling <br /> information will include the sample identification number as well as the date and time of <br /> collection (See Section 2.1.5 for additional details). <br /> After labeling, the samples will be placed in a cooler chilled with water ice pending transport <br /> to the analytical laboratory under chain-of-custody protocol. Chain of custody (CofQ forms <br /> are documents used to track the handling of samples. All dates, times, persons and companies <br /> handling the samples are listed from the time the sample is collected to its ultimate disposal. <br /> Sampling equipment will be double washed using a non-phosphate detergent after every use <br /> and rinsed with de-ionized water. <br /> 2937 Veneman Avenue, Suite B240 Geo-Phase Environmental Inc. Phone: (209) 569-0293 <br /> Modesto, Ca 95356 Fax: (209) 569-0295 <br />