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' Advanced BORING LOG <br /> GeoEnvi€ronmental, Inc. <br /> 4005 North Wilson Way, Stockton, CA 95205 i BOREHOLE NO P--7 <br /> 209 467-1 a TOTAL DEPTH <br /> ( ) a6 FAX (209}467-1�3 s 65 feet bSg <br />' Project Pacific Pride Drilling Co Mitchell Drtlltng <br /> Site Location 3230 North West Lane Rig/Auger Type CME-75/8-inch H S augers <br />' Stockton, CA, Logged By B Millman <br /> Reviewed By N Henderson <br /> IProject No AGE-NC-97-0300 Date(s) Drilled 06/06/00 <br /> NoteS Total depth of boring P-7 equal to 65 feet bsg = Water level during drilling Page 1 of 1 <br /> Boring backfilled to grade with pordand cement m Water level in completed well <br /> Depth Sample Blows Plc Soil USCS Class and Well Well <br /> ID 1 ft (ppm) Symbol Soil Description Completion Description <br /> 0 <br /> -5 <br /> a202510- <br /> 20- <br /> 2S <br /> -30 <br /> -35 <br /> P7-35 12/18/20 9 ML Brown <br /> gray,damp,hard,sandy SILT,fine sand, <br /> faint hydrgcarbon(HC)odor <br /> P7-40 8/14/20 14 ML Brown-red,moist,very stiff to hard,sandy SILT, <br /> fine sand,slight HC odor <br /> I -45 P7-45 9/16/20 11 SM Dark brown,moist,medium dense to dense, <br /> saturated,silty SAND,fine sand,faint HC odor <br /> -So— <br /> P7-50 11/15/20 5 = ML Brown,saturated,very stiff to hard,SILT,no HC <br /> odor <br /> P7-55 9/16/22 4 = ML Pale brown,saturated,very stiff to hard,clayey <br /> SILT,ria HC odor <br /> 60 <br /> P7-60 15/19/26 0 —— ML Pale brown,saturated,hard,clayey SILT,no HC <br /> odor <br /> -65 —,_ <br /> P7-65 13/16/25 0 L �� SW Brown-gray,saturated,medium dense to dense, <br /> gravelly,SAND,fine to coarse sand,no HC odor <br />