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' EQUIPMENT TRUCK-MOUNTEDDIRECC-PUSH PROBE SITRI'ACE ELEVATION -16'MSL LOGGED BY TOR <br /> DEPTH TO GROUNDWA'T'ER 2 3feet PROBE DIAMETER 15 inches DATE DRILLED 5R2/00 <br /> CLASSIFICA'T'ION u <br /> COLOR SOIL SOIL <br />' DESCRIPTION AND REMARKS Q vQ, S 3 0 �' <br /> (MUNSELL) STRENGTH TYPE <br /> ASPHALT PAV N MLN f <br /> 1 <br />' S <br /> 1 <br /> —10— <br /> OLIVE <br /> 0—OLIVE BROWN SILTY TO SANDY CLAY 2 SY414 STIFF CL <br /> —15-- <br /> CL <br /> CL <br /> DARK YELLOWISH BROWN SILTY CLAY 10YR4/4 STIFF CL — <br /> LIGHT BROWNISH GRAY SILTY CLAY WITH 2 SY6/2 STIFF CH <br /> CALICHE <br /> —3-5— <br /> OLIVE <br /> 5— <br /> LIVE BROWN SILTY CLAY 2 SY4/4 STIFF CL — <br /> BOn OM OF PROBE 41 FEET <br />' NO PETROLLUM ODOR OR SHEEN EXPLORATORY BORING LOG <br /> SUTTER OFFICE CENTER <br /> 242 NOR'T'H SUTTER AVENUE <br />' STOCTON,CALIFORNIA <br /> HYDRO-GEO CONSULTANTS, INC PROJEC:T:::N:O:::]: DATE BORING NO PLA'T'E <br /> 7 3267-E 6121/00 G 2—G <br />