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BORING LOG ELMS Job Well Sheet <br /> 60007199 3 RA-TESA B-9 <br /> 1 °' 1 <br /> ' Client Boring Location DRILLING <br /> 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 feet 11/24/92 11/24/92 <br /> Type d Diameter of Boring Sampling Method <br /> 8-inch Hollow-Stem Auger 2-inch I.D. Split Spoon <br /> : rRIALsNcONTRED <br /> Low: u ::.�:. <br /> a AND_ R[LLINGOIUDITCNs <br /> . ; u N3 <br /> 0 <br /> GP Gravel (fill) <br /> 1 <br /> SM SILTY SAND - medium yellowish-brown, moist, medium <br /> 18 15 <br /> 16 2 dense, sand is fine-grained, no hydrocarbon odor. <br /> 2" 2.5 SANDY SILT - medium gray, moist, medium stiff, <br /> 3 ML no hydrocarbon odor. <br /> 4 SP- SAND with silt - medium brown, moist, medium dense, <br /> SM poorly graded, sand is fine-grained, no hydrocarbon odor. <br /> 5 <br /> 6 <br /> 18 17 <br /> 8 7 Becomes medium gray in color. <br /> 2.8 8SM SILTY SAND -dark gray, wet, medium dense, sand is very <br /> fine to fine-grained, moderate hydrocarbon odor. <br /> 9 <br /> _ 10 ------------------------------ <br /> f.::::: SAND with silt - medium gray, saturated, medium dense, <br /> 11 Sp- poorly graded, sand is fine to medium grained, slight <br /> SM hydrocarbon odor. <br /> 25 12 <br /> 18 15 2„ <br /> 1.0 13 »: <br /> 14 BOH at 13-1/2 ft. <br /> "z <br /> 15 <br /> 16 <br /> 17 <br /> 18-- <br /> 60007 19 3/R AM-120 A <br /> 860007193/RAM-120A <br /> A-10 <br />