Laserfiche WebLink
Surface Conditions: Gravel Date Completed: 5/4/2004 <br /> Groundwater: Groundwater encountered at a depth of approximately 11 feet Logged By: CD <br /> below existing site grade. Total Depth: 16 feet <br /> Method: Push Probe Boring Diameter: 2" <br /> Eq ui ment: Geoprobe <br /> FIELD <br /> o > t <br /> ~ Z E <br /> m a <br /> E E 0. o ❑ _= DESCRIPTION <br /> ❑ C0 W m d J <br /> Gravel/Aggregate base <br /> (SP)SAND-Moist,medium dense,fine to medium grained <br /> Hand <br /> Auger <br /> s No recovery <br /> 27724 (SM)SILTY SAND-Moderate brown,moist,medium dense,fine to very <br /> fine sands,no odor,with mica <br /> 10 (CH)CLAY-Gray-dark brown,moist,stiff,no odor <br /> (SM)SILTY SAND-Moderate brown,wet,medium dense <br /> 1 ------------------------------- <br /> (CL)SILTY CLAY-Gray,stiff,moist <br /> -- ------------------------------ <br /> (CH)CLAY-Gray,stiff,moist <br /> s Brown,moist,dense <br /> Olive stiff,Iron oxidation <br /> Boring completed at a depth of approximately 16 feet below existing site <br /> grade. <br /> 20 <br /> 25 <br /> d <br /> 0 <br /> 0 <br /> N <br /> m <br /> a <br /> LOG OF BORING PP-9 PLATE <br /> 0 k9KLE1 N FELDER MEL RICE TERMINAL PORT of 1 <br /> PORT OF STOCKTON/PORT ROAD A <br /> o--- --- — — — — STOCKTON, CALIFORNIA <br /> Drafted By: GDG Project No.: 43851.E01 I A-11 <br /> Date (,c4 File Number STOaG051�1 <br /> CupNnght hlemleider,Inc.2W4 <br />