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wBORING NO "-�B- 1 <br /> w � or � <br /> N/A <br /> z a z r~ LJu COORDINATES N / <br /> C: <br /> 0. z DRILLING REMARKSO FIELD GEOLOGIST D Bannon E N/A <br /> 1— V) In a EDITED BY D Bannon DATE BEGAN 10-13— <br /> w d u p CHECKED BY 0 Dunn W DATE FINISHED 10-13-93 <br /> UW to <br /> jTOTAL DEPTH 40 ft PVC RIN EL N/A <br /> 35 <br /> 18/18 3D Boring grouted to grade with SILTY SAND strong brown sightly moist firm 757 fine sand <br /> Portland cement/57 bentonite 257 silt with no to low plasticity <br /> mixture <br /> sm <br /> 38 <br /> SILT WITH SAND psnkish gray shghUy moist firm non—plastic SOY <br /> mi silt 20% very fine send Cam. banding reldists black oxidation <br /> 40 <br /> 16/78 33 BOTTOM OF BARING = 40 <br />' 45 <br />' 50 <br /> r <br />' S5 <br />' 64 <br />' 65: <br />' 70 <br /> DRILLING CO Woodward Drilling PAGE 2 OF 2 <br /> DRILLER Erik Forstromm <br /> DRILL METHOD HoIlow Stem Auger <br /> SAMPLING METHOD California Split Spoon Sampler <br /> PROJECT NO 19 1259 01 INTERNATIONAL <br /> CLIENT Pacific Bell ® TECHNOLOGY <br /> LOCATION Stockton California CORPORATION <br /> 191259—A4 ( \UE132\SBP2) <br />