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ECVS600 Loh B�r�6�� Sheet' <br /> BORING LOG <br /> 60007193/UA/TESA B-6 1 of 1 <br /> Client Boring Location DRILLING <br /> Gas Services and Operations i 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 Gravel Not Encountered 12/3/92 12/3/92 <br /> Type&Diameter of Boring i Sampling Method <br /> Soil Core - 1-inch diameter I Hand Sampler <br /> SAMPLES m Z <br /> VC0 <br /> LL MATERIALS ENCOUNTERED <br /> ' T AND DRILLING CONDITIONS <br /> r > r 8 oo a E cn= o�C d c7 O <n 0 in <br /> 0 <br /> GRAVEL (Fill) <br /> 1 <br /> ML SANDY SILT - medium brown, moist, medium stiff, <br /> 10.9sand is very fine-grained, no hydrocarbon odor. <br /> 2 - <br /> 36 32 13.4 <br /> 3 <br /> SM SILTY SAND - medium grayish-brown, moist, <br /> 4 medium dense, sand is fine-grained, no <br /> hydrocarbon odor. <br /> 5 <br /> 9.3 <br /> 36 34 6 <br /> CL SILTY CLAY - medium grayish-brown, moist, medium <br /> stiff, low to moderate plasticity, no hydrocarbon odor. <br /> 49.3 7 <br /> 12 12 8 <br /> BOH at 8 ft., refusal. <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 60007193/U ANTI-136 A-6 <br />