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Advanced <br /> BORING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO B6 <br /> 837 Shaw Road, Stockton, CA 95295 <br /> �J 209 467-1006 FAX 209 467-1118 TOTAL DEPTH 50 Feet <br />' Project Langston's Market Date(s) Drilled 11/30/01 <br /> Project No AGE-NC-98-0511 Page 2 of 2 <br />' <br /> Depth Sample Blows PID Soil USCS Class and <br /> ID (per 6") (ppm) Symbol Soil Description <br /> ML/SM Grayish olive to olive gray,saturated micaceous silt or fine sand 'lath clay <br /> -30B6-30' --- 63 - low to moderate toughness and low plasticity <br /> t <br />' —= ML Moderate olive brown,moist to saturated, clayey silt,low toughness and low to <br /> -35 B6-35' --- 26 medium plasticity <br /> ML Olive gray,moist,clayey silt, 20%fine sand,moderate to high toughness and low to <br /> -41- 136-40' 21 _ medium plasticity About 1/2-inch thick fine sand at the base of core No HC odor <br /> —— ML Same as above <br /> -4 5 86-45' --- <br /> i <br /> ML Same as above <br /> B6-50' --- 17 <br /> Boring te=mated at 50 feet below surface grade Cement grout utilized to abandon from <br />' total depth to surface grade <br /> r <br /> • <br />