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L <br /> I. Ground Zero Analysis, Inc. Figure 5: Log of Boring B-2 <br /> + 1172 Kansas Avenue <br /> Ed Modesto, CA <br /> I <br /> r, Fremont Gate Date : 6117/2013 <br /> 1 2811 E. Fremont Street Drilling Method : Hollow Stem Auger <br /> LL.. Stockton, CA Driller :V&W Drilling <br /> I Project No.: 2010.2 Logged By :Andrew Dorn <br /> i I <br /> EL <br /> Z <br /> L U 0 <br /> O <br /> y ¢DESCRIPTION o LAB SAMPLE <br /> � � J <br /> IM <br /> 3 0.0 <br /> Same Geology as Boring B-1 (0'-295) <br /> L 5 <br /> IL <br /> L 10 <br />' C S <br /> I 15 CL <br /> L <br /> S 20 4 <br /> 9 E <br /> I <br /> 0 <br /> � ry 25 <br /> L o <br /> E <br /> LLL <br /> W � <br /> a <br /> 30 ': CLAYEY SAND-Brown,fine sand,well graded,dry/moist, no 17/21/25 'I <br /> o SW odor <br /> SC SAND-Brown,fine sand,well graded,dry/moist, no odor 2o/2D2s <br /> L - CLAYEY SAND-Brown,fine sand,well graded,dry/moist, no zo/2v41 <br /> o o `f <br /> ` dor _ .. I' <br /> o SW GRAVELLY SAND-Brown,F-C sand,well graded, increasing <br /> 10/11/14 <br />!I LL 35 '. grain size&gravel content with depth,dry/moist,no odor B-2 0 35.5' <br /> C X <br /> x SILTY CLAY-Brown,some VF sand,dry,no plasticity,no odor B-2 936.5' <br /> a ML CLAYEY SILT-Light brown,some VF;sand,dry,no plasticity, <br /> no odor <br /> 40— <br /> Li <br /> II <br />