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� i <br /> E e.J Work Plao <br />{ Canepa's Car Wash <br /> November 17, 1998 <br /> Page -2- <br /> f 3.1 SITE PREPARATION <br /> Prior to the fieldwork, drilling permits will be obtained from the San Joaquin County PHS/EIiD. The <br /> proposed boring locations will be marked with white paint and Underground Service Alert (USA) will be <br /> notified at least 72 hours in advance of the fieldwork. However, because the proposed boring locations <br /> ` l are on private property, utilities contacted by USA will not mark their lutes past property lines and into <br /> the site. Therefore, it is the responsibility of Canepa's Car Wash to locate and identify underground <br /> utilities in and near the work area. The PHS/EHD will be notified of the fieldwork schedule at least 72 <br /> k : I hours in advance. <br /> 3.2 DRILLING PROCEDURES <br /> The fieldwork will include the installation of six borings, three of which will be completed as monitor <br /> wells. The proposed locations shown in Figure 2, Appendix A. The boreholes will be drilled by <br /> Spectrum Exploration, Inc. (License #512268) under the supervision of a Condor geologist. Prior to <br /> _ - commencement of work each day, a tailgate safety meeting will be held and the site-specific Health and <br /> Safety Plan will be discussed with and presented to all crew members for their signatures. <br /> The borings will be drilled using 6-inch O.D., continuous-flight, hollow-stem auger. The monitor well <br /> borings will be drilled to a depth of 45 feet bgs. The soil borings will be drilled to a depth of <br /> approximately 35 feet. The auger will be steam cleaned before each borehole is drilled. The soil <br /> sampling equipment (i .e., split-spoon) will be cleaned prior to collecting each sample. The cleaning <br /> procedures will consist of washing the sampling spoon in a solution of laboratory-grade, non-phosphate <br /> detergent and hydrocarbon-free water, and double rinsing with hydrocarbon-free water. <br /> l <br /> Upon completion of the drilling and sampling, the three soil borings will be grouted with a cement slurry <br /> containing 3 to 5 percent bentonite. The slung will be tremied into the borehole to avoid bridging. All <br /> decontamination rinsate produced during the field work will be placed in a 55-gallon drum, sealed, <br /> labeled, and left on site pending laboratory analyses. Disposal of hazardous materials, if any, will be the <br /> responsibility of Canepa' s Car Wash. <br /> I <br /> 3.3 SOIL SAMPLING <br /> Soil samples will be collected at five-foot intervals from the surface to the capillary fringe in all six <br /> borings. If significant lithological changes are encountered during the installation of the monitor wells, a <br /> soil sample will be collected from each significant lithologic unit for laboratory analysis. Soil samples <br /> will be collected in each borehole using a California-modified, split-spoon sampler fitted with three <br /> clean, brass liners. During the sampling, the split-spoon sampler will be driven ahead of the auger. The <br /> uppermost liner will be discarded. The middle sample liner will be prepared, as described below, for <br /> possible shipment to the laboratory and the bottommost liner will be used for geological logging and for <br /> field screening using an organic vapor analyzer (OVA). The soil samples will be logged according to the <br /> I <br /> Unified Soil Classification System. Drilling logs will be prepared and will contain field observations <br /> including soil type, estimated moisture content, presence of staining or odor, and field OVA <br /> measurements. <br /> L � CONDOR <br />