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Surface Conditions: Asphalt Date Completed: 5/4/2004 <br /> Groundwater: Groundwater encountered at a depth of approximately 8.5 feet Logged By: CD <br /> below existing site grade. Total Depth: 12 feet <br /> Method: Push Probe <br /> Boring Diameter: 2" <br /> Equipment: Geoprobe <br /> FIELD <br /> CL o _ <br /> w ~ ZC <br /> 45 n <br /> @ m o p E DESCRIPTION <br /> 0 Cn fn co 0- J <br /> Chunks of asphalt/fine gravels <br /> (SP)SAND-Moderate brown, moist,loose,fine to very fine grained, <br /> with mica <br /> Hand <br /> Auger <br /> -- - -- ---------------------------- <br /> (SM)SILTY SAND-Light brown,moist,loose,medium dense,fine to <br /> 27711 very fine sands,slight odor <br /> 7 <br /> 27712 <br /> 1 <br /> -------------------------------- <br /> 10 (CH)CLAY-Gray-black,stiff,moist,slight odor <br /> Boring completed at a depth of approximately 12 feet below existing site <br /> grade. <br /> 15 <br /> 20 <br /> 25 <br /> v <br /> 0 <br /> 0 <br /> N <br /> a <br /> LOG OF BORING PP-5 PLATE <br /> MEL RICE TERMINAL <br /> o Cn k4KLE1 N FELDER PORT OF STOCKTON/PORT ROAD A 1 of 1 <br /> --- - STOCKTON, CALIFORNIA <br /> Drafted By: GDG Project No.: 43851.E01 A-7 <br /> Dale: b,:G,20L,4 File NLIinbei. ST04i,;O9_- I — <br /> Copynght Werniocief,Inc.;.'U04 <br />