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Project Cherokee Truck Stop Project No AGE-NC-97-0312 BORING NO <br /> JSite Address 3535 East Cherokee Road Total Depth 70 Feet B26 <br /> IStockton, California Date 29 September 1999 <br />' Drilling Co Mitchell Drilling Environmental Logged by McKibben Page 2 of 2 <br /> Rig/Auger Type CME75HT - 6 3/4" H S Reviewed by Henderson <br /> tL; '0� o of tGGa � 4,va Lithologic Description <br /> B26-45 0 18/24/33 ML I , Gray, damp,hard, SILT,no HC odor <br /> I , . <br /> 50— B26-50 0 16/24/29 MLGray-brown,slightly damp, hard, SILT,no HC odor <br /> � g Y p <br />' – B26-55 0 13/23/28 ML I Gray-brown, slightly damp,hard, SILT with clay, no HC odor <br /> i <br />' 60— B26-60 0 15/20/30 MLGray-brown, slightly damp, hard, SILT with clay, no HC odor <br /> I Y <br /> – B26-65 0 12/18/22 ML I I I I Brown, moist to saturated, very stiff, clayey SILT, no HC odor <br />' 70— B26-70 0 10/16/21 SM I Brown, saturated, medium dense, silty fine SAND no HC odor <br /> 1 I <br /> Boring terminated at 70 feet bsg <br /> Ground water encountered at 65 feet bsg <br />' Boring backfilled to surface grade with cement grout <br /> 80— <br /> I I <br /> Advanced <br />' GeoEnvironmental, Inc. <br /> L 1AMIPROIBORING-11OHEROICEEICHERB26 SAM <br />