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ECMSJob No. Boring No. Sheet <br /> BORING LOG 600 <br /> 60007193/UA/TESA I B-10 <br /> S Client Boring Location DRILLING <br /> Gas Services and Operations Thornton Gas Dehydrator Station <br /> Drilling Contractor Driller Rig START TIME FINISH TIME <br /> PG&E Gas T&D/TES Klingman ESP Subsoil Probe <br /> Logged By Surface Conditions Groundwater Depth DATE DATE <br /> D. Klingman Drainage Ditch, -2 ft below Station Grade Not Encountered 12/3/92 12/3/92 <br /> Type&Diameter of Boring Sampling Method <br /> Soil Core - 1-inch diameter Hand Sampler <br /> SAMPLES ? <br /> a 3 LL = _ MATERIALS ENCOUNTERED <br /> AND DRILLING CONDITIONS <br /> rn 0 mm a t <br /> m m m � o c a U) <br /> a a <br /> U � U � — <br /> o E � <br /> o S ir a (70 in 0 cn <br /> 0 <br /> ML SANDY SILT - medium brown, moist, medium stiff, <br /> sand is fine to medium-grained, minor gravels, <br /> 1 slight to moderate hydrocarbon odor. <br /> 36 27 20 -- ----------------------- -- ------- <br /> 2 SM SILTY SAND - medium brownish-gray, moist, medium <br /> dense, sand is fine-grained, moderate hydrocarbon odor. <br /> 3 Becomes medium gray. <br /> CL SILTY CLAY - medium gray, moist, medium stiff, low to <br /> 338 4 moderate plasticity, moderate hydrocarbon odor. <br /> 36 35 /. <br /> 5 <br /> 6 <br /> 198 <br /> 7 <br /> As above, slight to moderate hydrocarbon odor. <br /> 36 36 <br /> 8 <br /> 9 <br /> BOH at 9 ft. <br /> 10 <br /> 11 <br /> 12 <br /> 60007193/UAlTI-136 A-10 <br />