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DeBoer Family Trust <br /> 201 West 5th Street, Ripon, California June 20, 1995` <br /> : k <br /> Soil/Groundwater Workplan Page. S <br /> blank is listed on the Chain of Custody, but will be analyzed only if all samples contain' <br /> the same contaminants. <br /> .�a <br /> All sampling equipment including the pump, bailer, and cables, used by sampling; <br /> personnel, is disassembled, if appropriate, and steam-cleaned prior to commencement' <br /> .,, of sampling. These procedures are also followed between each well, sampling point, <br /> and at the end of the sampling day. De-ionized or organic-free water(also provided by <br /> the laboratory) is then introduced into the pump or bailer as a final stage of cleaning. <br /> This water is then pumped or gently poured into sample vials to be used as pump or, <br /> bailer blanks. These blanks are tested only if their corresponding samples were found <br /> to contain contaminants. <br /> Immediately prior to sampling, water levels and well depth measurements are recorded, <br /> in all wells at the site. Each well is evacuated using either a stainless steel bladder <br /> pump, which does not introduce air into the water column, or a Teflon bailer. The pH, <br /> temperature, and electrical conductivity of the water is monitored with instruments <br /> calibrated to known standards as the wells are evacuated. These parameters are noted <br /> on field logs. At least 5 well volumes are evacuated from each well, or more, as <br /> .. necessary, until the above parameters have stabilized. The wells, or other sampling <br /> points, are sampled in order of the least to the most contaminated, as best known or; <br /> estimated. The samples are pumped from a stainless steel bladder pump or carefully <br /> poured from a Teflon bailer into clean glass vials with Teflon-lined screw caps and half <br /> gallon plastic containers provided by the laboratory. Care is taken to ensure that no air, <br /> space exists in the vials by inverting to check for bubbles and re-sampling if necessary. <br /> r <br /> The samples will be analyzed or extracted within 14 days according to their EPA <br /> methods. Water samples collected for analysis will be analyzed by EPA method 6021 <br /> for BTX&E compounds and method 3 510 for diesel range hydrocarbons. The; <br /> minimum detection limits used for each analyte will be 0.5 gg/kg for BTX&E and 0.5 <br /> mg/kg for diesel. Analyses will be conducted by California Laboratory Services, Inc., a <br /> State certified laboratory in Rancho Cordova, California. <br /> 4.0 Geology <br /> The borings penetrated units of silt and sand. The upper unit, to 7 feet, is a micaceous <br /> sandy silt (ML) in MW-1 & 2, but grades to a micaceous silty sand (SM) in MW-3. <br /> The underlying unit, to the total boring depth of 40 feet, is a poorly graded micaceous- <br /> FE <br /> sand (SP) in MW-2 & 3, but grades to a well-sorted sand (SW) in MW-1 from 6 to 18 <br /> feet. Within this sand unit is a two foot silty sand (SM) at 12 and 14 feet in MW-2 & 3, <br /> respectively. There is also a silt(MH)unit of two and one-half feet in MW-2 and two feet <br />