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Logged By: R Schneider Boring Elev: Page 1 of 1 <br /> s Drill Rig: CME 75 <br /> Boring Diam: a in. <br /> Type of Hammer: Automatic <br /> Date Drilled: 15 Nov oo Wt. of Hammer/Drop: 140 lbs/30 in. <br /> FIELD LABORATORY <br /> T <br /> K C o dO > a N <br /> d fA 0 U N N <br /> a Soil Description <br /> m <br /> Zi v a ti <br /> N C T E N 5i'�-' N N U O.✓T pp LL <br /> p 0 fn N 30 00 Z'N d G EO � No <br /> m �V �� LL PI vin <br /> Clayey SILT, brown, damp to dry, some roots Loose ML <br /> I i <br /> Sandy SILT with some clay, yellowish brown, damp to moist, Loose to ML <br /> t fine grained, some carbonate deposits Medium <br /> Dense <br /> i <br /> � i I <br /> i <br /> { <br /> 15 <br /> i <br /> I I <br /> � I i <br /> 1 20 <br /> L <br /> I i <br /> 25 Gravelly SAND, brown, damp Very SW <br /> Dense <br /> 61 13 93 89 <br /> Bottom of boring at 26.5 ft <br /> NFWE <br /> Boring backfilled with cement grout <br /> 30 <br /> LOG OF BORING NO. B-5 FIGURE o. <br /> Korbmacher <br /> Proposed Chevron Station 8 <br /> j MacArthur Drive and Valpico Road <br /> J PROJECT NO. JB-20100 DATE 12100 Tracy, California <br /> V <br />