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f W wX E U BORING NUMBER : B3 DRILL RIC /METHOD <br /> _ 0 DATE DRILLED: 3/9/93 Mobile 8 -53/7-Inch <br /> o < ¢ g a ¢ � o LOGGED BY: KMB Hollow Stem Auger <br /> 0 0z - > 0 SOIL DESCRIPTION AND REMARKS <br /> CQ o <br /> 0 6 asphalt concrete <br /> ML Light brown, very slightly moist , stiff , every fine sandy silt <br /> petroleum hydrocarbon odor apparent <br /> just beneath asphalt <br /> 5 ❑ CL Medium brown, slightly moist , very stiff , silty clay <br /> ❑ rootlets <br /> ❑ <br /> 33-1I 29 15 <br /> ML Medium brown, slightly moist , hard , fine sandy silt <br /> 10 rust mottling <br /> ❑ 83-2I 45 60 <br /> 15 ci❑ <br /> ❑ B3-3I 7 98 <br /> CL Medium brown, slightly moist , very stiff , silty clay <br /> 20 ci❑ <br /> ❑ 83-4I 7 52 <br /> SW Light brown, moist, dense, fine to coarse sand <br /> 25 ❑ '' ''' <br /> ❑ 83-5I 7 <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 NO : 6 <br /> 0HOLOOIC & HNYIRONMRNTAL SERVICES p � <br />