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w w � FE <br /> BORING NUMBER: B2 DRI RI ./METHOD. <br /> v a am DATE DRILLED: 3/9/93 Mobile B-53/7-Inch <br /> o (A � � LOGGED BY: KMB Hollow StamAuger <br /> uz m e <br /> SOIL DESCRIPTION AND REMARKS <br /> 0 • ,o, 3 " asphalt concrete over aggregate base <br /> sP Medium brown, slightly moist , stiff , silty very fine sand <br /> 5 ° <br /> ❑ B2 - 1I 19 90 <br /> 14 , <br /> 1 - 11 <br /> cL Medium brown , slightly moist , very stiff , silty clay <br /> micaceous <br /> ❑ <br /> 10 - <br /> 14 B2-2I 38 30 <br /> sw +:4 ' • Light brown, slightly moist , dense , fine to coarse sand <br /> ❑ e2 -3I 70 30 micaceous <br /> 15 — <br /> [a <br /> 5 ❑ 82-4I 56 110 <br /> ❑ � 9t <br /> ❑ B2-5I 53 <br /> Boring constructed at angle approximately 30° from vertical; <br /> 20 the information . presented on this boring log has been <br /> corrected to depict true depth from surface . <br /> 25 - <br /> 301 <br /> SOIL BORING LOG WKA N0 : 2088 ,03 <br /> GRANITE CONSTRUCTION DATE : 4 / 93 <br /> WALLACE • KUHL A ASSOCIATES, INC. French Cam California PLATE N0 : 5 <br /> OEOLOOIC A ENVIRONMENTAL SERVICES p+ <br />