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' w Lu cr BORING NUMBER B2 DRILL RIG/METHOD <br /> -JQ in =� DATE DRILLED 3/9/93 Mobile B-53/7—Inch CL <br /> wov Cn <br /> ¢ a� ¢ U) <LOGGED BY KMB Hollow Stem Auger <br /> V) V)Z: o <br /> m o SOIL DESCRIPTION AND REMARKS <br /> 0— <br /> J asphalt concrete over aggregate base <br /> . ooa <br />' SP Medium brown, slightly moist, stiff, silty very fine sand <br /> p <br /> 05— <br /> 0 62-1I 19 90 <br /> CL Medium brown, slightly moist, very stiff, silty clay <br /> micaceous <br /> D <br /> 10— <br /> [A B2-21 38 30 <br /> p <br /> p sw Light brown, slightly moist, dense, fine to coarse sand <br /> B2-3I 70 30 • '� micaceous <br /> +• <br /> 15— <br /> [A <br /> 5 p 82-4I 56 110 <br /> 4 <br /> �T <br /> ® <br /> 82-5I 53 4. <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 /> 1 <br /> 25 <br /> 1 <br /> 1 <br />' 30 <br /> ® SOIL BORING LOG WKA NO 2088 03 <br /> GRANITE CONSTRUCTION DATE 4/93 <br />' WALLACE - II ! ASSOCIATESINC <br /> GEOLOGIC eENVIRONMENTAL SERVIC85 French Camp, California PLATE NO 5 <br />