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ELMS Job No. Well No. <br /> BORING LOG <br /> 60007193-RA-TESA B-77 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 h Diameter of Boring Sampling Method <br /> 8-inch Hollow-Stem Auger 2-inch I.D. Split Spoon <br /> SAMPLES> €:> ><.>'::> : ` ,:: <br /> 1 w m <br /> z <br /> o <br /> ffi f1 - ATERALN0 ,1`f TD <br /> ro <br /> :$ AND D1LLL 1C`I OND ` 1ON <br /> o u� .. <br /> C4.. _ ...... <br /> 0 <br /> GP Gravel (fill) <br /> 1 <br /> SM SILTY SAND - medium yellowish-brown, moist, medium <br /> 18 18 <br /> 11 2 dense, sand is fine-grained, no hydrocarbon odor. <br /> 2" 1.4 <br /> ML SANDY SILT -dark gray, moist, medium stiff to stiff, sand is <br /> 4 very fine-grained, no hydrocarbon odor. <br /> zz <br /> 5 <br /> 6 <br /> 18 16L�2" <br /> 7 Increasing clay content, medium gray. <br /> 1.3 8 <br /> [,,,1 <br /> 9 <br /> ZZ — 10 ------------------------------ <br /> i� SILTY SAND - medium brown, saturated, medium dense to <br /> 11 dense, sand is fine-grained, no hydrocarbon odor. <br /> SM <br /> 18 18 <br /> 45 2rr 12 <br /> 1.1 13 <br /> t <br /> 14 BOH at 13-1/2 ft. <br /> 'I 15 <br /> 16 <br /> 17 <br /> 18 <br /> 60007193/RA/TI-120A <br /> A-8 <br />