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Advanced BORING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO.: SB-1 <br /> 2318 Fourth Street, Santa Rosa, CA 95404 <br /> (707) 570-1418 FAX: (707) 570-1461 TOTAL DEPTH: 31,5 <br /> Project: Emil's Liquors Drilling Co.: GREGG Drilling <br /> Site Location: 1405 California Street Rig/Auger Type: D-15 Rino 8"-Hollow Stem Auger <br /> Escalon, California, 95320 Logged By: Gary Dickenson <br /> Reviewed By: William Little <br /> Project No.: AGE-SR-98-0481 Date(s) Drilled: 28 January 1999 <br /> Notes: Ground Water Not Encountered sz Water level during drilling Page 1 of 1 <br /> = Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br /> Depth ID (per 6") (ppm) Symbol Soil Description <br /> 0 --- -- <br /> -5 <br /> SM:SILTY SAND with Gravel:dark brown,moist,well graded fine to coarse sand,wth <br /> SB-1-6' -- - fine gravel. <br /> 0 <br /> —— Vm: SILTY SAND: yellowish red,moist,dense,poorly graded fine sand,moderately <br /> emented(hard pan). <br /> ML:SILTY SAND to SANDY SILT:brown,moist,dense,poorly graded fine sand. <br /> _ 5 SM:SILTY SAND:brown,moist,medium dense,poorly graded fine sand,micaceous. <br /> S13-1-16.5' - -- <br /> -20 <br /> SP: SAND with Silt:brown to light brown,moist, loose,poorly graded fine to medium <br /> S13-1-21' - - sand,micaceous. <br /> –25 <br /> SP: Same as above. Decrease in grain size to fine sand. <br /> SB-1-26.5' -- -- <br /> –30 _ <br /> ML: SILT: brown with brownish yellow mottling,moist to dry,dense,weakly cemented <br /> SB-1-31.5' -- --- zones,blocky structure. <br />