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Advanced BORING LOG <br /> GeoEnvironmental, Inc. <br /> ---- � BOREHOLE NO EW-2 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX (209)467-1118 TOTAL DEPTH 73 feet <br />' Project Larry's Auto Date(s) Drilled 11/02/05 <br /> Project No AGE-NC-95-0184 Page 2 of 2 <br />' Depth Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6") (ppm) Symbol Soil Description Completion Description <br /> ICL CLAY,gray impacted fines,damp,medium FWARM <br /> toughness and medium plasticity,strong HC odor <br /> Bentonite seal from 53'to <br /> -55 <br /> 57' bsg <br /> ML SILT,with clay,brown,damp,low toughness and <br /> medium plasticity,HC odor 43 sand and 5/16 gravel <br /> sand from 57'to 73'bsg <br /> -60 SM SILTY SAND,brown,damp to saturated,200%silt, <br /> low toughness and plasticity,35% medium sand,45% <br />' fine sand,low HC odor <br /> SP POORLY GRADED SAND,70%fine sand, <br /> -65 30%coarse/medium sand,gray,damp to saturated, <br /> I strong HC odor <br /> ML SILT,with clay,brown,wet,low toughness and <br /> medium plasticity,strong HC odor <br /> -70 Screened interval from <br /> SP POORLY GRADED SAND,70%fine sand, 58'to 73'bsg <br /> I 301/ocoarse/medium sand,reddish-brown,saturated,HC <br /> odor <br /> Cap at 73' <br /> -75 SW WELL GRADED SAND,80%coarse/medium <br /> Isand,reddish-brown,saturated,strong HC odor <br /> I <br /> I <br /> I <br />