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Hole Number: Sheet 6 of 12 <br /> HERST & ASSOCIATES, INC- AMW-23 Soil Log <br /> Northing: 2,148,811.9 Easting: 6,362,757.7 Ground Surface Elevation: 38.3 <br /> Project: Austin Road NCYCC Drilling Rig Type: Mud Rotary <br /> Project No.: 120081503 Method of Drilling: DB 540 with Mud Puppy <br /> Site Location: Stockton,California Drilling Dates: November 18-20,2008 <br /> U <br /> a Graphic Z ani H <br /> Soil Description Lo o 0. Notes <br /> Q� <br /> 120.0 to 120.3 ft. -Clayey SILT,moist,stiff,moderate <br /> yellowish brown10YYR 5/4). 14 <br /> 120.3 to 121.5 ft. -Sandy CLAY with mica,dry, 1_5 15 <br /> 121.0 very stiff,moderate yellowish brown(10YR 5/4). 1 5 1288 <br /> 121.5 to 125.0 ft. -Sandy CLAY. <br /> 122.0 <br /> 10 <br /> 123.0 <br /> • <br /> 124.0 <br /> 125.0 <br /> 125.0 to 126.5 ft. -Sandy CLAY with mica,dry,very <br /> stiff,moderate yellowish brown(IOYR 5/4). 7 <br /> 1.5 15 <br /> 126.0 1.5 26 <br /> 38 <br /> 126.5 to 130.0 ft. -Sandy CLAY. <br /> 127.0 <br /> 11 <br /> 128.0 <br /> 129.0 <br /> . 130.0 <br /> Drilling Contractor: Precision Sampling,Inc. <br /> Driller: Paul Draeger F7A TM ELi <br /> Helper: Diego Amador,Robert Kline,Brian Johnson,&James McIntyre CLAY SILT SAND GRAVEL <br /> Logged By: David Vasbinder <br />