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BORING LOG ECms600 Job No. Boring No Sheet <br /> 60007193/UA/TESA I B-2 1 of 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 Soil Not Encountered 12/2/92 12/2/92 <br /> Type&Diameter of Boring Sampling Method <br /> Soil Core - 1-inch diameter I Hand Sampler <br /> SAMPLES �, z <br /> Ca LL MATERIALS ENCOUNTERED <br /> o E <br /> _ 8 - E AND DRILLING CONDITIONS <br /> in a) rn > m a a L <br /> _ > t 8 E � o n E �- - <br /> ro <br /> 0ML SANDY SILT - medium brown, moist, medium stiff to <br /> 3.2 stiff, sand is very fine to fine-grained, no hydrocarbon <br /> odor. <br /> 1 <br /> 36 30 2.6 2 <br /> SM SILTY SAND - medium brown, moist, loose to medium <br /> I V <br /> dense, sand is fine-grained, no hydrocarbon odor. <br /> 3 <br /> 4 <br /> CL SILTY CLAY - medium grayish-brown, moist, medium stiff, <br /> no hydrocarbon odor. <br /> 36 30 3.2 5 <br /> 6 <br /> 7 - <br /> 36 32 8.3 8 <br /> As above, slight (?) hydrocarbon odor. <br /> 9 <br /> BOH at 9 ft. <br /> 10 <br /> 11 <br /> 12 <br /> 60007193/UA/TI-136 <br />� A-2 <br />