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Logged By: R Schneider Boring Elev: Page 1 of 1 <br /> Drill Rig: CME 7s Boring Diam: a in. <br /> Type of Hammer: Automatic <br /> Date Drilled: 15 Nov 00 Wt: of Hammer/Drop: 140 lbs/30 in. <br /> FIELD LABORATORY <br /> CL <br /> Co <br /> a Soil Description C� a s <br /> cn E � .y (XD <br /> o c 5N " N C c a� a0) LL <br /> 0 �' 00 Z'N Ey ON <br /> � �� LL PI 0 <br /> Fn U <br /> Sandy SILT with some clay, brown, damp to dry, some roots Loose ML <br /> I <br /> I <br /> I <br /> I <br /> Sandy SILT with some clay, yellowish brown, damp to moist,(Loose to ML 6 11 91 <br /> fine grained, some carbonate deposits Medium <br /> Dense <br /> trace fine gravel 4 10 1 92 <br /> �1 I <br /> •: i <br /> ern - <br /> j 10 <br /> f <br /> 6 <br /> Bottom of boring at 16.5 ft <br /> e NFWE <br /> Boring backfilled with cement grout <br /> I <br /> 20 <br /> I <br /> J i I I <br /> 25 i <br /> I <br /> I <br /> I <br /> 14. <br /> ° 30 <br /> s <br /> LOG OF BORING NO. B-3 FIGURE N0. <br /> � Kor-bmacher <br /> E a r a e r ti a r - Proposed Chevron Station 6 <br /> MacArthur Drive and Valpico Road <br /> PROJECT NO, JB-20100 DATE 12/00 Tracy, California <br />