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Surface Conditions: Sand Date Completed: 5/4/2004 <br /> Groundwater: Groundwater encountered at a depth of approximately 9 feet below Logged By: CD <br /> existing site grade. Total Depth: 16 feet <br /> Method: Push Probe Boring Diameter: 2" <br /> Equipment: Geoprobe _ <br /> FIELD <br /> a o > r <br /> Z E a <br /> a E Eo p 0 DESCRIPTION <br /> a� cv m <br /> o _cn cn m a <br /> Small trace of gravel(FILL) <br /> (SP)SAND-Moderate brown,moist,loose,fine to very fine grained, <br /> with mica <br /> Hand <br /> Auger <br /> 5 <br /> 27720 <br /> Silty sand lenses <br /> Medium coarse sand,wet,strong fertilizer-like odor <br /> 1 <br /> 10 27719 Strong odor------------------------- <br /> (CH)CLAY-Gray to black,stiff,moist,iron oxidation,slight odor <br /> (SP)SAND-Moderate brown,wet,loose,medium dense,fine to very <br /> fine sands,strong odor <br /> -- -------------------------- <br /> (CL)SILTY CLAY-Olive,moist,stiff,no odor <br /> 15 <br /> Boring completed at a depth of approximately 16 feet below existing site <br /> grade. <br /> 20 <br /> 25 <br /> c <br /> 0 <br /> 0 <br /> N <br /> m <br /> R <br /> LOG OF BORING PP-7 PLATE <br /> K L E I N F E L D E R MEL RICE TERMINAL 1 of 1 <br /> PORT OF STOCKTON/PORT ROAD A <br /> -- --- ---- --i STOCKTON, CALIFORNIA <br /> IR Drafted By: GDG Project No.: 43851.E01 A-9 <br /> Dale: File Numbet ST04GO�1c1 <br /> Co MrKd)t Klc nteider.Inc.2W4 <br />