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Surface Conditions: Gravel/sand Date Completed: 5/4/2004 <br /> Groundwater: Groundwater encountered at a depth of approximately 10 feet Logged By: DH <br /> below existing site grade. Total Depth: 16 feet <br /> Method: Push Probe Boring Diameter: 2" <br /> Equipment: Geoprobe <br /> FIELD <br /> d > L <br /> m F Z E m <br /> a� a <br /> a E E a p _t DESCRIPTION <br /> a� m m <br /> p• • Gravel/Aggregate base <br /> o° <br /> (SP)SAND-Moderate brown,moist, medium dense,fine to medium <br /> Hand grained <br /> Auger <br /> 5 (CL)SILTY CLAY-Brown. moist.. soft, no odor <br /> 27706 <br /> is 27708 _ __ _ —__ <br /> 1 (SM-CL)SILTY SAND AND SILTY CLAY-Moderate brown to grayish <br /> black,respectively wet,medium dense to soft,very fine to fine grained,no <br /> odor <br /> (CH)CLAY-Grayish olive-green,wet,stiff <br /> is <br /> Boring completed at a depth of approximately 16 feet below existing site <br /> grade. <br /> 20 <br /> 25 <br /> v <br /> o i <br /> 0 <br /> N <br /> W <br /> a <br /> LOG OF BORING PP-3 PLATE <br /> 0 k4K L E I N F E L D E R MEL RICE TERMINAL <br /> ° .,r <br /> PORT OF STOCKTON/PORT ROAD A <br /> <---. ------ ------- - STOCKTON, CALIFORNIA <br /> Drafted By: GDG Project No.: 43851.E01 A-5 <br /> Dale. ti X004 File Nunlbel ST04GO9:.1 <br /> Copbc�ht MAeinlelder.Inc.zo:W <br />