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F BORING NUMBER: BG DRILL RI /M_ TE HOD, <br /> F� � w 3 �i = CD DATE DRILLED: 3/10/93 Mobile B-61/3-1/4 Inch <br /> ww � � 2 rn ¢ �LOGGED BY : MW Hollow Stem Auger <br /> 0" In N z m o <br /> SOIL DESCRIPTION AND REMARKS <br /> 0 6 asphalt concrete over 6 aggregate base <br /> sP Brown , slightly moist , moderately dense , silty fine sand <br /> ❑ 1216-1I 18 ND <br /> ML Grayish brown , slightly moist , stiff, fine sandy silt <br /> 5 <br /> Bs -zi 14 No increase in fine sand <br /> 10 <br /> will❑ <br /> ❑ B6 -3I 19 30 <br /> 15 <br /> ❑ MCL Medium brown , slightly moist, very stiff , silty clay <br /> (A66-4I 21 20 micaceous <br /> 20 <br /> ❑ 136 -5I 69 sw .i Brown, damp , very dense , fine to coarse sand <br /> 25 <br /> 30 <br /> SOIL BORING LOG WKA N0 : 2088 . 03 <br /> GRANITE CONSTRUCTION DATE : 4 /93 <br /> WALLACH • KUHL & ASSOCIATES, INC. French Cam California PLATE N0. 9 <br /> 0901,0(11Ck ENVIRONMENTAL SERVICES p ' <br />