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Date Completed 5119197 Surface Conditions Asphalt _ <br /> Logged By DH Groundwater Groundwater encountered at 16 foot depth <br /> Total Depth 41-112 feet <br /> FIELD LABORATORY DESCRIPTION <br /> ' 'rte vii <br /> v �1 " SO 0F_ USCS Classification <br /> A r�i GG 4)r) � <br /> — U..U v� .. <br /> ASPHALT <br /> (MI.)CLAYEY SILT- Brown, Some Fine Sand, <br /> Burnt Wood Debris, Fe Stains, Medium Stiff, <br /> Moist <br /> 5 7 PID 0 <br /> (SM) SELTY SAND - Dark Brown, w/Trace <br /> Clay/Abundant Fe Stains, Trace Wood and Brick <br /> 10 Debris, Fine to Medium Grained, Medium Dense, <br /> 12 PID 0 Very Moist <br /> Clay <br /> (ML) CLAYEY SILT- Olive Gray, w/Fine Satid, <br /> Trace Roots, Stiff, Very Moist <br /> 15 15IF <br /> PID 0 <br /> 20 (SM) SILTY SAND - Dark Brown, Trace Clay, <br /> 34 <br /> ' Fine to Medium Grained, Dense, Wet <br /> 25 - <br /> (CH)CLAY - Greenish-Gray, Some Light Gray <br /> Silt Pockets, Hard, Wet <br /> 1 30 60 <br /> (ML) CLAYEY SILT- Greenish-Gray, Some Fine <br /> 35 <br /> I <br /> SEAWALL EVALUATION PLATE <br /> K L E I N F E L D E R WEBER POINT loft <br /> CITY OF STOCKTON A-6 <br /> PROJECT NO 20-1129-30 G01 LOG OF BORING B-2 <br />