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2-2 <br /> Drilling was completed using 4-114-inch inside diameter hollow-stem augers Soil samples <br /> were collected during borehole advancement to visually identify the subsurface materials and <br /> to submit selected samples for laboratory analyses Soil samples were collected using 2-inch <br /> diameter, 2-foot long split-barrel samplers in accordance with the American Society for Test- <br /> ing and Materials (ASTM) Method D-1586-74 (Standard Method for Penetration Test and <br /> Spht-Barrel Sampling of Soils) <br /> Immediately upon retrieval, split-barrel soil samples were opened and scanned directly along <br /> the entire length of the soil sample with a photoionization detector (PID) to evaluate relative <br /> concentrations of volatile organic vapors in the soil Maximum deflections measured by the <br /> PID were recorded Soil samples selected for analysis were collected directly from the split- <br /> barrel sampler into laboratory-supplied sampling containers The sampling containers were <br /> filled so that zero headspace was present in the sample container Soil selected for sample <br /> analysis from the split-barrel samples was based on visual, olfactory, and/or PID screening <br /> results indicating the potentially greatest impact from site-related constituents Soil samples <br /> collected for analysis from previously selected intervals were collected prior to PID <br /> screening <br /> All spht-barrel soil samples were visually identified using the Unified Soil Classification Sys- <br /> tem (USCS) in accordance with ASTM Method D-2488-90 (Standard Practice for Description <br /> and Identification of Soils [Visual-Manual Procedure]) The visual identification of soils <br /> encountered in each boring was summarized m boring logs, which are presented in <br /> Appendix B <br /> Spht-barrel soil samples were collected on a continuous basis from Soil Boring SB-2, the <br /> first soil boring that was drilled to evaluate the subsurface geology Soil samples were col- <br /> lected on a less frequent basis from subsequent borings because a general knowledge of sub- <br /> surface geology had been developed during advancement of Soil Boring SB-2 <br /> 21025 <br /> i <br /> "REALISTIC SOLUTIONS FOR HAZARDOUS WASTE PROOLEMS" <br />