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0 0 <br /> Date Completed: 7/5/2005 <br /> Surface Conditions: Asphalt,base of stands DH <br /> Logged By: <br /> Groundwater: No free groundwater encountered. Total Depth: 30 feet <br /> Method: <br /> Push robe Boring Diameter: 1 1/2 Inches <br /> Equipment: Geo robe 5410 <br /> FIELD <br /> 1 <br /> CL d 0 <br /> Z o 0 <br /> CL CL CI DESCRIPTION <br /> m M <br /> o m a <br /> (CL)SILTY CLAY-Black,moist,stiff,organic,odor(possible fill) <br /> (ML)CLAYEY SILT-Dark brown,moist,some sand,fine grained <br /> (SM)SILTY SAND-Moderate brown,moist,medium dense,very fine <br /> grained,blocky,some clay <br /> s <br /> Dense <br /> 10 <br /> :. Decreasing silt and clay <br /> 31976 <br /> Medium dense <br /> 15 <br /> 20 Brown,fine grained,some clay <br /> 25 <br /> (ML)CLAYEY SILT-Moderate brown,soft,very moist <br /> 31975 <br /> so Boring completed at a depth of approximately 30 feet below existing site <br /> rade. <br /> LOG OF BORING P-4 PLATE <br /> 99 SPEEDWAY 1 of 1 <br /> k4KLE1 N FELDER 4105 N.WILSON WAY <br /> STOCKTON, CALIFORNIA ^_6 <br /> N Drafted By: G.GOMEZ Project No.: 58671.E01 /-1 V <br /> a Date: 9/9/2005 File Number: ST05G137 <br /> Copyright Kleinfelder,Inc.2DD4 <br />