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'1 Advanced BORING LOG <br /> GeoEnvironmental Inc. . <br />:' ---- 1 -- � BOREHOLE NO.. P-10 <br /> . 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX: (209)467-1118 -TOTAL DEPTH: 92' <br /> 1 Project: Grewal's Market Drilling Co:: West-HazMat Drilling <br /> Site Location: 4100 East Fremont Street RiglAuger Type: CME-7518-inch H.S. augers <br /> Stockton, CA Logged By: T. Cuellar <br /> Reviewed By: C.Lee <br /> t Project No.: AGE-NC-97-0327 <br /> Date(s) Drilled: 01/24/02 <br /> Notes: Ground water encountered at approximately 55 ft bsg. 4 Water level during drilling Page 1 of 2 <br /> Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br /> Depth ID (per 6") (ppm) Symbol Soil Description <br /> 0 <br /> -5 NIA:No samples collected. <br /> N/A:No samples collected. <br /> -15 P10-15 10/12/21 0 =_= ML:Brown,moist,very stiff,SILT with some fine sand; about 90%fines& 10%sand, <br /> no odor. <br /> ' <br /> -20 <br /> P 10-20 21/25/30 0 ML:Brown with white precipitation,damp,hard,sandy SILT;fine sand;about 80%fines <br /> &20%sand,no odor. <br /> -2 5P 10-25 20/25/32 0 ____— ML.Brown,damp,hard,clayey SILT with some fine sand;about 90%fines& 10%sand, <br /> faint petroleum odor. <br /> - <br /> 30— ML;p 10-30 18/24/34 D — Brown,damp,hard,clayey SILT with some fine sand;well compacted,about 90%. <br /> fines& 10%sand,faint petroleum odor. <br /> ' -3 5 p 10-35 8/18/20 0 __= ML:Brown,damp,very stiff,SILT with fine sand; about 90%fines& 10%sand,faint <br /> petroleum odor. <br /> -40— P 10 40 18/22/20 115 — ML:Brown,damp,very stiff,SILT with fine sand; about 90%fines& 10%sand, <br /> moderate petroleum odor. <br /> -45 P1045 15/15/18 4.5 —= ML:Gray,moist,very stiff,sandy,clayey SILT;fine sand,about 80%fines&200/6 sand, <br /> ' faint petroleum odor. <br />