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Fj7 <br /> CR 1 EnvironmentalKeanRill;Management,Inc LOG OF BORING B4 <br /> 0 7875 Von Kerman Avenue,Suite 300 <br /> Irvine,California 93714 <br /> ' PROJECT AMERICAN A CAN SAVINGS BANK LOCATION: 222 North E!Dorado Street, Stockton, CA <br /> PROJECT NO.: 2100-250-2 SURFACE ELEVATION: 12 Feet Above MSL <br /> DATE STARTED: October 5, 1995 INITIAL WATER LEVEL: Not Encountered <br /> DATE FINISHED: October 5, 1995 FINAL WATER LEVEL: Not Encountered <br /> DRILLING METHOD: Geoprobe TOTAL DEPTH: 25 Feet <br /> DRILLING COMPANY: Westex Drilling GEOLOGIST- A. B. Esmilla <br /> uj u PID (PPM)a. U <br /> � z C7 <br /> LU� ao O PROFILE 0-00 GEOLOGIC DESCRIPTION REMARKS <br /> d" v7 _j a <br /> ' m 1 16 10 <br /> "xx <br /> ASPHALT, 2"thick <br /> ' 5 B4-5 0.7 CLAY (CL), dark gray, damp, plastic, with No odor, no stain <br /> rust colored sand, granules and small <br /> pebbles scattered throughout, soft <br /> 1 <br /> M 10 84-10 0.0 SILTY CLAY(CL), light gray grading down- No odor, no stain <br /> ward to medium yellow brown, damp, <br /> plastic, medium dense <br /> 15 134-15 0.6 SILTY CLAY (CL), medium yellow brown, D Mno stain <br /> damp, plastic, medium dense .��ti �C <br />' Cr N .1431 <br /> cE.RTIFIED <br /> ESQ NEERING <br /> GE LOGIST q <br />' 84-20 0.0 SILT(ML), medium yellow brown, damp,�7TF �gs6?Q?o stain <br /> slightly sandy, medium dense, no C <br /> discoloration <br />' 25 84-25 0.7 SILT(ML), as above, with a layer of SAND No odor, no stain <br /> (SP), medium brown, sand layer is medium <br /> yellow brown, fine grained, damp, medium <br />' dense, no discoloration <br /> Drilling terminated <br /> at 25 feet. <br /> 1� <br /> Page 1 of 1 <br />