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' CLIENT T8' <br /> RILLING CONTRACTOR BORING NO. SHEET <br /> Quikrete of No. CA pectrum Exploration B - 5 1 OF 1 <br /> ' LOCATION ILLING METHOD DEPTH TO GROUNDWATER <br /> 820 So. American, Stockton, CA Hollow Stem-CME 45 <br /> LOGGED BY: MPLING METHOD GROUNDWATER ELEVATION <br /> mndllftRnhh Welch CA Modified <br /> START DATE COMPLETION BORING DIAMETER DATE OF GROUNDWATER MEASUREMENT <br /> DATE <br /> 1-7-1993 1-7-1993 8^ <br /> PENE- SAMPLE DEPTH (ft) = MATERIAL CLASSIFICATION <br /> TRATION I.D. NO. SAMPLES & Z 2 DSCS <br /> tBLOWS/FT AND <br /> GROUNDWATER PHYSICAL DESCRIPTION <br /> ' 1 <br /> 2 <br /> 3 <br /> 4 <br /> ' 5 ML CLAYEY SILT - Some very fine sand, damp to moist, brown, <br /> 17 85-5 very stiff. <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> ' 26 85-10 10 <br /> 11 END OF BORING <br />' 12 <br /> 13 <br /> 14 <br /> 15 <br />' 16 <br />' 17 <br /> 18 <br />' 19 <br /> 20 <br /> E2C, Inc. BORING LOG JOB NO 4780200 FIGURE <br /> .nvironmental/engineering consultants <br /> 1220 Crossman Avenue, Suite 200 B - 5 DRAWN BYJ.Vasilescu 3 B <br /> Sunnyvale, CA 94089 <br /> APP'D K. PRICE Jan. 1993 <br /> 1 <br />