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i <br /> Advanced BORING LOG <br /> I GeoEnvironmental, Inc. <br /> BOREHOLE NO MW-8 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> �- 209 467-1006 FAX 209 467-1118 TOTAL DEPTH ' <br /> c ) c ) 95 <br /> Project Former F1sco Warehouse Date(s) Drilled 31 July 2003 <br /> Project No AGE-NC-97-0313 Paqe 3 of 3 <br /> Depth <br /> Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6') (ppm) Symbol Soil Description Completion Description <br />' -au <br /> MW8-80 16/25/38 0 ML Brown SILT with clay,saturated,slight 10/ <br /> I plasticity,low toughness,piccrs of dark brown, <br /> round dry fine sand clumps found interspersed in <br /> sample,sand breaks apart with pressure,no be odor <br />' -85 MW8-85 25/50-6 0 <br /> ML Brown SILT with abundant clay,saturated,]ow <br /> piasticit) and toughness,no he odor <br /> Bentonite seal from 86' <br /> to 88' bsg <br /> -90 Y1W8-90 11125/50-6 Q = 3#3 sand from 88'to 95' <br />' _ 5M Brown-gray to reddish brown SAND with silt, <br /> saturated,very fine to fine grain size,no he odor b8g <br /> Screened interval from <br /> MW8-93 8/17/35 0 __— 90'to 9S'bsg <br /> SM Brown silty SAND with lenses of reddish-brawn <br /> CLAY(medium plasticity and toughness),moist to Cap at 95' <br /> 95— saturated,medium grain size,no hc,odor <br /> MW8-95 50-6 0 <br /> SM Brown SAND with silt and minimal play, <br /> saturated,medium to coarse grain size,no he odor <br /> I <br /> I <br /> I <br /> I <br /> I <br />