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i <br /> i <br /> Surface Conditions: Concrete slab Date Completed: 12/1/2010 <br /> _ <br /> Groundwater: Groundwater not encountered during drWinq Logged By: D.C. _ <br /> Total Depth: 4.5 feet <br /> Method: Boring Diameter: 4 inches <br /> Equipment: Coring machine and hand auger <br /> FIELD <br /> a o rn <br /> T +E <br /> w z 0O Q E I <br /> _N T � _U <br /> t n Q y 2 L <br /> E cEoo p m DESCRIPTION <br /> a cn W m o U <br /> CONCRETE. <br /> I <br /> Oa o (GP)PEA GRAVEL-Moist,fine to coarse, no odor i <br /> 0 <br /> o D <br /> �Q <br /> (CL)SILTY CLAY-Brown,moist,firm, no odor <br /> s Completed at a depth of 4.5 feet below existing site grade. <br /> 10 <br /> ' 15 <br /> 20 <br /> I <br /> a <br /> �v <br /> 25 <br /> I <br /> U <br /> 0 <br /> P <br /> w <br /> H <br /> D <br /> O <br /> LL <br /> LOG OF BORING SB-2 PLATE <br /> KL, /NFELOER LIMITED SOIL SAMPLING ANALYSIS <br /> A-ONE GAS AND FOOD 1 of 1 <br /> O <br /> 574 W. GRANT LINE ROAD <br /> o Drafted By: G. GOMEZ Project No.: 114595.1 TRACY, CALIFORNIA 5 <br /> d Date: 12/21/2010 File Number: ST010GO67 <br /> copyright Kleinfelder,2008 <br />