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ECMS Job No. Boring No. Sh—t <br /> BORING LOG 60007193/UA/TESA I B-15 1 0' 1 <br /> 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 Concrete Pad Not Encountered 12/10/92 12/10/92 <br /> Type&Diameter of Boring Sampling Method <br /> Soil Core - 1-inch diameter Hand Sampler <br /> SAMPLES F <br /> ro o <br /> mn LL E <br /> MATERIALS ENCOUNTERED <br /> a 3 a L AND DRILLING CONDITIONS <br /> 5 m 2 m Ca <br /> E 'O <br /> 0 E Q f1 C7 0 rn 0 U) <br /> Concrete Pad <br /> 1 <br /> SM SILTY SAND - medium brown, moist to wet, medium <br /> 24 21 2.2 dense, sand is fine-grained, no hydrocarbon odor. <br /> 2 <br /> 3 <br /> 4 <br /> 36 30 1'8 <br /> 5 <br /> As above, no hydrocarbon odor <br /> 6 <br /> 7 <br /> 36 34 3.4 CL SILTY CLAY - medium gray, moist, medium stiff, low to <br /> moderate plasticity, no hydrocarbon odor. <br /> 8 <br /> 9 <br /> BOH at 9 ft. <br /> 10 <br /> 7 <br /> 11 _ _ <br /> A - <br /> 12 <br /> 60007193/UA/TI-136 A-15 <br />