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ELMS Job No. WeX Sheet <br /> BORING L 0 G <br /> 60007193-RA-TESA B-33 1 of 1 <br /> Client Boring Location DRILLING <br /> I'm Gas Production & Storage Lathrop Gas Dehydrator Station <br /> Drilling Contractor Driller Rig START TIME FINISH TIME <br /> PG&E- Gas T&D Ron Hendron Mobile B-80 <br /> Logged By Surface Conditions Groundwater Depth DATE DATE <br /> Darrell Klingman Gravel Approx. 10-1/2 feet 11/24/92 11/24/92 <br /> Type&Diameter of Boring Sampling Method <br /> 8-inch Hollow-Stem Auger 2-inch I.D. Split Spoon <br /> SAMPLES _ „ _ <br /> >a m <br /> r <br /> m <br /> y : m MATE <br /> a DRILLINGtNDITI{ N <br /> �. __..:. :. <br /> 0 <br /> r GP Gravel (fill) <br /> 1 ... SM SILTY SAND - medium brown, moist, medium dense, sand <br /> is fine-grained. Becomes grayish-brown, slight <br /> 2012" <br /> 13.6 2 — hydrocarbon odor. <br /> 18 16 — ------------------------------ <br /> 3 SP- SAND with silt - gray, moist, medium dense, slight <br /> SM hydrocarbon odor. <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 18 15 <br /> 9 <br /> 2" <br /> 175 8 <br /> ML SANDY SILT - medium gray, wet to saturated, medium stiff, <br /> 9 moderate hydrocarbon odor. <br /> 10 <br /> 11 <br /> 12 <br /> 18 12 <br /> 42 <br /> 2° 0.3 <br /> ;7 13 <br /> 14 BOH at 13-1/2 ft. <br /> 51617 15-- <br /> 16-- <br /> 17 <br /> H L 18 <br /> 60007193/RA/TI-120A <br /> A-4 <br />