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Work Plan for the <br /> Former Two 20,000-Gallon USTs Location at Stockton AASF <br /> California Army National Guard <br /> based on field/sampling conditions and access issues,adjustment to the boring locations may be <br /> required for completion.All five borings will be placed surrounding the two former 20,000-gallon <br /> USTs location.The borings will be numbered in the field as drilling occurs,with the first boring <br /> drilled adjacent to the two former 20,000-gallon USTs location. The first boring will be continuously <br /> cored and logged(Section 9.1.31 of the QAPP)to allow for correct sample placement and <br /> representation of the area's lithology. The remainder of the borings will be drilled and sampled using <br /> a split-spoon sampler every 5 feet beginning at 5 feet,and logged to also allow for correct sample <br /> placement and lithological representation. In addition,if evidence of soil impacts is present during <br /> drilling,soil samples may be collected at any depth interval where hydrocarbon odors or soil <br /> discoloration are present.If evidence of soil and/or groundwater impacts are observed during the <br /> drilling of the first five borings,the contingency borings may be drilled/sampled using the same <br /> procedures used for the first five borehole locations to determine the extent of impacts that can be <br /> attributed to the two former 20,000-gallon USTs.A minimum of two soil samples and one <br /> groundwater grab sample will be submitted for analysis. <br /> 6.4 To collect soil samples using the HSA drilling method,the pilot bit is removed and,if necessary, <br /> the inside of the hollow stem is cleaned out. Soil samples will be obtained by lowering a split-spoon <br /> sampler,fitted with stainless steel or brass sleeves attached to the drill rods or wire-line to the bottom <br /> of the borehole.The split-spoon sampler will be driven into the undisturbed formation with a <br /> 140-pound hammer repeatedly dropped from a height of approximately 30 inches. The number of <br /> hammer drops required to collect 6 inches of samples will be recorded to provide qualitative <br /> information regarding the density of the material encountered. The nominal sample size will be either <br /> 1.5 or 2.5 inches inside diameter, 18 inches in length,and manufactured of stainless steel or brass. <br /> Three 6-inch long stainless steel or brass liners will be used inside the split-spoon samplers. Upon <br /> sample retrieval,the split-spoon sampler will be opened,soil materials will be inspected and <br /> lithologically logged,and plastic caps with Teflon liners will be secured to each end of the stainless <br /> steel or brass liners to be used for chemical analysis. The quantity of analyses to be performed will <br /> determine how many of the three liners will be submitted to the laboratory for analysis. <br /> 6.5 Groundwater samples will be collected using one of three possible methods:through the open <br /> augers,installing temporary casing/screen,or using HydroPunch or similar technology. If drilling <br /> conditions allow(i.e.,no heaving sands),URS will attempt to collect a groundwater grab sample <br /> through the open augers by slowing lowering a decontaminated or disposal bailer through the open <br /> augers into groundwater.If URS is unable to collect the groundwater samples through the open <br /> augers,temporary well casing/screen may be set.After the boring has been advanced to the desired <br /> depth,a temporary 5-foot(I-to 2-inch diameter)polyvinyl chloride(PVC)screen with blank casing <br /> above will be placed into the borehole. The screen will be located at the desired sample depth and <br /> left in place for two or more hours to allow the groundwater in the temporary well to settle and re- <br /> equilibrate. After the temporary well(casing)has been in place for two or more hours,a <br /> decontaminated or disposable bailer will be lowered into the temporary well to retrieve the <br /> groundwater sample.After groundwater sampling is completed,the well(casing)will be removed <br /> from the borehole. <br /> 6.6 HydroPunch may also be used if the samples cannot be collected through the open borehole.The <br /> HydroPunch is a groundwater sampling tool that allows collection of water samples from precise <br /> depths without installation of an MW. The HydroPunch 11 sampler has a 2-inch outside diameter and <br /> is 5 feet in length.A disposable polypropylene or PVC screen(5 feet long) is attached to a disposable <br /> tip.The screen and internal parts of the tool are sealed from the exterior by an O-ring seal at the base <br /> of the cone when the tool is in the closed position. The screen and cone will be inserted into the body <br /> KAWprocess\0025 MCA ARNG\Stockton AASF WP\FINAL\WP text.doc 8 June 2007 <br />