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Surface Conditions: Asphalt,base of stands Date Completed: 7/5/2005 <br /> Logged By: DH <br /> Groundwater: No free groundwater encountered. DH <br /> Total Depth: 30 <br /> Method: Push robe Boring Diameter: 1 1/2 Inches <br /> Equipment: Geo robe 5410 <br /> FIELD <br /> 0 <br /> O <br /> ~ Z dV <br /> w o a 3 n DESCRIPTION <br /> O W c ° CL CL c7 <br /> m <br /> (CL)SILTY CLAY-Black,moist,stiff,slight organic odor(possible fill) <br /> (ML)CLAYEY SILT-Moderate brown to dark brown,moist,stiff,no <br /> odor,with fine grained sand <br /> J <br /> 5 Increasing sand <br /> (SM)SILTY SAND-Moderate brown,moist,dense ———— <br /> (ML)CLAYEY SILT-Moderate brownic <br /> n,moist,stiff,trace organics <br /> 10 10 <br /> 15 — —— —— ——— ————— <br /> (SM)SILTY SAND-Brown,mol————st,medium dense,fine grained,no <br /> 31978 odor,some clay <br /> (ML)CLAYEY SILT-Moderate brown,moist,stiff,no odor,some fine <br /> grained sand <br /> 20 Trace organics,increasing clay <br /> (SM)SILTY SAND-Brown,moist,fine grained,no odor,dense,iron <br /> staining <br /> 25 <br /> _ ve stiff no odor <br /> 31977 (CL)SILTY CLAY Brown,moist, ry <br /> 30l <br /> Boring competed ata depth of approximately 30 feet below existing site <br /> m rade. <br /> LOG OF BORING P-5 PLATE <br /> 99 SPEEDWAY 1 of 1 <br /> 0 k4KLEI N FELDER 4105 N.WILSON WAY <br /> Cn STOCKTON, CALIFORNIA /� <br /> N <br /> Drafted By: G.GOMEZ Project No.: 58671.E01 A'7 <br /> aj Date: 9/9/2005 File Number: ST05G137 <br /> copyrVint Kleinfelder•Inc.2004 <br />