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EQUIPMENT TRUCK-MOUNTEDDIRECI'-PUSII PROBE SURFACE ELEVAI ION -16'MSL LOGCjFD BY JOR <br />' DEPTHTO GROUNDWATER 22feet PROBE DIAMETER 15tnches DATEDRILLED 522100 <br /> CLASSIFICATION <br /> ua <br /> U E 3 Av ¢ z � <br /> t COLOR SOIL SOIL <br /> DESCRIPTION AND REMARKS (MUNSELL) STRENGTH TYPE v s Q 3 �- <br /> ASPHALT PAVLMENT <br />' S <br /> 1 <br /> 10— <br />' DARK GRAYISH BROWN SILT Y CLAY 2 SY4/2 STIFF CL <br /> 1 15---- <br /> 1 <br /> YISH BROWN SANDY CLAY 2 5Y5/2 STIFF CL 2� <br /> GRADES HARDER Al 22 FEE'[ <br />' —35— <br /> BO I-rOM OF PROVE 41 FEE-r <br /> PE CROLEUMODOR& SHEEN IN SOIL&GROUNDWAI LR EXPLORATORY BORING LOG <br /> SUTTER OFFICE CENTER <br /> 242 NORTH SUTTER AVENUE <br />' STOCTON,CALIFORNIA <br /> HYDRO-GEO CONSULTANTS, INC PROJECT NO DATE BORING NO PLATE <br /> 7 L 3267-E 6/21/00 A 2—A <br />