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ECMS <br /> BORING LOG 600 Job No, Boring No. Shoe! <br /> 60007193/UA/TESA B-14 1 or 1 <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 Gravel Not Encountered 12/4/92 12/4/92 <br /> Type&Diameter of Boring Sampling Method <br /> Soil Core - 1-inch diameter Hand Sampler <br /> SAMPLES �, z <br /> 3 a � _ MATERIALS ENCOUNTERED <br /> 2 CLv U AND DRILLING CONDITIONS <br /> N > m a c L a L to <br /> m m m 0 a <br /> O '� O mco — m O O <br /> o rt U) a. o (n 0 cn <br /> 0 <br /> GRAVEL (Fill) <br /> 1 <br /> SM SILTY SAND - medium brown, moist, dense, sand is <br /> fine grained, no hydrocarbon odor. <br /> 2 -- ------- ---------- - ---- - ----- <br /> 25.6 ML SANDY SILT medium brown, moist, medium stiff, <br /> 36 35 - slight hydrocarbon odor. <br /> 3 SM SILTY SAND - medium brown, moist, medium dense, <br /> sand is fine-grained, slight hydrocarbon odor. <br /> 4 <br /> 5 Becomes grayish-brown <br /> 36 32 237 <br /> 6 <br /> CL SILTY CLAY - medium brown, moist, medium stiff, low to <br /> 7 moderate plasticity, slight to moderate hydrocarbon odor. <br /> 687 8 <br /> 36 33 <br /> 9 <br /> 10 <br /> BOH at 10 ft. <br /> 11 <br /> 12 - <br /> 60007193/UA/Ti-136 A-14 <br />