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Surface Conditions: Asphalt Date Completed: 7/5/2005 <br /> Logged By: DH <br /> Groundwater: No free groundwater encountered. 16 feet <br /> Total Depth: <br /> Method: Push robe Boring Diameter: 1 1/2 Inches <br /> Equipment: Geo robe 5410 <br /> FIELD <br /> TO E J <br /> r. a a 3 a m DESCRIPTION <br /> CL E E o D <br /> C/) in m o <br /> (ML)CLAYEY SILT-Moderate brown,moist,stiff,with very fine sands, <br /> no odor <br /> Hand <br /> Auger <br /> 5 <br /> (SM)SILTY SAND <br /> 31980 <br /> (ML)CLAYEY SILT-Brown,moist,stiff <br /> (SM)SILTY SAND-Moderate brown,moist,dense,very fine grained <br /> '10 (ML)CLAYEY SILT-Brown,moist,stiff,with very fine sands <br /> (SM)SILTY SAND-Moderate brown,moist,very fine to fine grained,no <br /> odor,medium dense,trace clay ———— — —— ———— <br /> (ML)CLAYEY SILT-Moderate brown,moist,stiff,no odor,with fine <br /> grained sands <br /> 15 <br /> 31979 <br /> Boring completed at a depth of approximately 16 feet below existing site <br /> grade. <br /> 20 <br /> 25 <br /> N <br /> Q <br /> N <br /> LOG OF BORING P-6 PLATE <br /> KLEINFELDER 9 4105 N.105 N. WWAY 1of1 <br /> 0 WILSON WAY <br /> N STOCKTON, CALIFORNIA ^_Q <br /> 8 <br /> N Drafted By: G.GOMEZ Project No.: 58671.E01 A <br /> aJ Date: 9/9/2005 File Number: ST05G137 <br /> N <br /> Copyright Kleinfelder,Inc.2004 <br />