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E v BORING NUMBER: B7 - DRILL RIGMETHOD: <br /> ww a = DATE DRILLED: 3/15/93 Mobile B-61/4—Inch <br /> (L mm `0.' vI ¢ 0 LOGGED BY: MW Hollow Stam Auger <br /> t¢nz O > <br /> m o SOIL DESCRIPTION AND REMARKS <br /> 0 3 asphalt concrete over aggregate base <br /> sM/ Brown, slightly moist , firm , silt fine sand <br /> M l g Y Y <br /> Lil <br /> ❑ B7-1I 21 ND <br /> 5 ML Grayish brown , slightly moist , hard , fine sandy silt <br /> ❑ 87-2I 39 No sM Brown , slightly moist , dense , silty fine to medium sand <br /> with some clay ; rust mottling <br /> 10 <br /> ❑ tspB <br /> ayish brown , slightly moist , very hard, fine sandy silt <br /> ❑ <br /> ❑ B7-3I 61 30with rust mottling; slight odor <br /> 15 <br /> ❑ slightly moist, dense , silty fine Bond <br /> ❑ 67-4I 23 800 brown , slightly moist ; hard , fine sandy silt20 with black veins , moderate odor <br /> ❑❑ B7-5I 66 300slight odor — rust mottling <br /> sp : :: Brown , slightly moist , silty fine to medium sand <br /> 25 <br /> 41 <br /> 41 , <br /> ❑ ML Brown , very wet , firm , fine sandy silt <br /> trace odor <br /> 12B7-6I 36 100 <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 : 110 <br /> 01101,001Ck ENVIRONMENTAL SERVICES P � <br />