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' <br /> a water sample was collected. This sample waw to be analyzed for <br /> the BTX&E parameters. <br /> e <br /> �~ After the completion of the sample collection effort, the borehole <br /> was grouted closed with a 3% bentonite and cement mixture. <br /> The drill rig was then moved to the location of tank T-1. New <br /> auger flights were used to drill the 15' borehole at this location <br /> (shown on attached figure) . At the 15' depth, the California <br /> �. modified split spoon sampler was used to collect the soil sample in <br /> a manner identical to that previously described. This borehole was <br /> then grouted to the surface. <br /> r The soil boring logs for both boreholes are attached as are the <br /> f' sample chain of custody forms: <br /> f <br />