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0 <br />0 <br />0 <br />LL <br />W <br />a <br />0 0 <br />M <br />N <br />0 <br />Surface Conditions: Concrete slab Date Completed: 12/1/2010 <br />Logged By: D. C. <br />Groundwater: Groundwater not encountered during drilling. <br />Total Depth: 4.5 feet <br />Method: Boring Diameter: 4 inches <br />Equipment: Coring machine and hand auger <br />FIELD <br />T <br />O <br />z <br />O <br />j <br />E <br />O <br />J <br />N <br />T <br />�O <br />CL <br />CL <br />O <br />L <br />W <br />m <br />m <br />m <br />o <br />p <br />DESCRIPTION <br />o <br />rn <br />cn <br />m <br />IL <br />(D <br />CONCRETE <br />(GP) PEA GRAVEL - Caving, moist, fine to coarse, no odor <br />oO D <br />0 <br />(CL) CLAYEY SILT - Brown, moist, soft, no odor, some fine sands <br />0 <br />Completed at a depth of 4.5 feet below existing site grade. <br />5 <br />10 <br />15 <br />20 <br />25 <br />LOG OF BORING SB -4 <br />PLATE <br />KLE/NFELDER <br />LIMITED SOIL SAMPLING ANALYSIS <br />A -ONE GAS AND FOOD <br />1 of 1 <br />574 W. GRANT LINE ROAD <br />TRACY, CALIFORNIA <br />7 <br />Drafted By: G. GOMEZ Project No.: 114595.1 <br />Date: 12/22/2010 File Number: ST010G067 <br />Copyright Kleinfelder, 2008 <br />