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0 <br />0 <br />0 <br />LL <br />Ui <br />W <br />T <br />0 <br />M <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: 3.5 feet <br />Method: Boring Diameter: 4 inches <br />Equipment: Coring machine and hand auger <br />FIELD <br />w <br />N <br />Q <br />~ <br />0 <br />Z <br />UE <br />rn <br />J <br />T <br />2 <br />Q <br />U <br />E <br />ECL <br />o <br />m <br />DESCRIPTION <br />m <br />o <br />ITS <br />U) <br />m <br />co <br />m <br />a <br />c7 <br />ASPHALT CONCRETE <br />(GP) PEA GRAVEL - Caving, moist, fine to coarse, no odor <br />Ob <br />O <br />CL LEAN CLAY - Brown with blacks spots, moist firm to very firm <br />Completed at a depth of 3.5 feet below existing site grade. <br />5 <br />10 <br />15 <br />20 <br />25 <br />LOG OF BORING SB -3 <br />PLATE <br />( KLE/NFELOER <br />LIMITED SOIL SAMPLING ANALYSIS <br />\' <br />A -ONE GAS AND FOOD <br />1 of 1 <br />574 W. GRANT LINE ROAD <br />TRACY, CALIFORNIA <br />6 <br />Drafted By: G. GOMEZ Project No.: 114595.1 <br />Date: 12/21/2010 File Number: ST010G067 <br />Copyright Kleinfelder, 2008 <br />