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, <br /> Logged By: R Schneider Boring Elev: Page 1 of 1 <br /> Drill Rig: CME 75 Boring Diam: a in. <br /> Type of Hammer: Automatic <br /> Date Drilled: 15 Nov 00 Wt. of Hammer/Drop: 140 Ibs/30 in. <br /> FIELD LABORATORY <br /> T N C L <br /> L N rn N N o G. U N d. n1 N <br /> CL Soil Description cn E a cL c z N d d 3 <br /> m > E N y N m o o,o oLL <br /> a iJ 7Cn m 3 .00 Z'a�i °'c Ey No <br /> a <br /> F5 2 c0 LL PI 0 i � <br /> Sandy SILT with some clay, brown, damp to dry, some rootsLoose ML i <br /> I I <br /> I <br /> Sandy SILT with some clay, yellowish brown, damp to moist, Loose tol ML <br /> fine grained, some carbonate deposits IMediuml <br /> Dense <br /> 6 13 92 <br /> 10 <br /> 7 10 88 <br /> -I - <br /> 15 <br /> i <br /> 9 14 95 <br /> 20 <br /> Y I <br /> I 15 18 95 <br /> Bottom of boring at 21.5 ft <br /> NFWE <br /> Boring backfilled with cement grout <br /> I <br /> � I <br /> 25 <br /> i <br /> S II <br /> Q 30 <br /> 8 <br /> LOG OF BORING NO. B-2 FIGURE N0. <br /> Korbmactrter <br /> Proposed Chevron Station 5 <br /> MacArthur Drive and Valpico Road <br /> PROJECT NO. JB-20100 DATE 12/00 Tracy, Califomia <br />