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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 />o <br />o <br />Z <br />o <br />_J <br />L <br />N <br />U. <br />O) <br />Q <br />h <br />Q <br />CL <br />U <br />L <br />n <br />E <br />E <br />o <br />p <br />C <br />DESCRIPTION <br />am <br />D <br />m <br />rn <br />m <br />U) <br />m <br />a <br />CONCRETE <br />(GP) PEA GRAVEL - Moist, fine to coarse, no odor <br />OD <br />O <br />(SP) SAND - Brown, moist, loose, no odor <br />9.7 <br />CL SILTY CLAY - Brown with olive and black moist firm no odor <br />5 <br />Completed at a depth of 4.5 feet below existing site grade. <br />10 <br />15 <br />20 <br />25 <br />LOG OF BORING SBA <br />PLATE <br />KLE/NFELCHR <br />LIMITED SOIL SAMPLING ANALYSIS <br />Ong" 1 r-'. "^ 51-i" <br />A -ONE GAS AND FOOD <br />1 of 1 <br />574 W. GRANT LINE ROAD <br />TRACY, CALIFORNIA <br />4 <br />Drafted By: G. GOMEZ Project No.: 114595.1 <br />Date: 12/21/2010 File Number: ST010G067 <br />Copyright Kleinfelder, 2008 <br />