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Hole Number: Sheet 12 of 18 <br /> )I(EST & ASSOCIATES, INC.- 2 Soil Log <br /> Northing: 2,146,441.0 Easting: 6,359,731.4 Ground Surface Elevation: 34.9 <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 4- 12,2008 <br /> v� d 0 <br /> Graphic Z 761, <br /> H <br /> Soil DescriptionLo o P. <br /> Notes <br /> QJo g `n a! <br /> Q� <br /> 110.0 to 111.5 ft. -SAND,fine to medium grained, Resume Drilling @ 0844 on 11/6/2008 <br /> some coarse grained sections with subangular medium 30 <br /> gravel,multi-colored. 1.5 50 <br /> 111.0 1.5 41 <br /> 62 <br /> 111.5 to 115.0 ft. -SAND. <br /> 112.0 <br /> 23 <br /> 113.0 <br /> 114.0 <br /> 115.0 <br /> 115.0 to 115.7 ft. -SAND,fine to medium grained, <br /> some coarse grained sections with subangular medium 13 <br /> gravel,multi-colored. 1 .1 1.5 35 <br /> 116.0 115.7 to 116.4 ft. -Silty CLAY,dry,very stiff,rust 1.5 41 <br /> banding,moderate yellowish brown(IOYR 5/4). r/A 55 <br /> 116.4 to 116.5 ft. -Sandy SILT,damp,soft,fine <br /> grained sand,moderate brown(5YR 4/4). <br /> 117.0 <br /> 116.5 to 120.0 ft.-SILT. <br /> 24 <br /> 118.0 <br /> 119.0 <br /> 120.0 <br /> Drilling Contractor: Precision Sampling,Inc. <br /> Driller: Paul Draeger LLJ <br /> Helper: Tony Young,Robert Kline,&Diego Amador CLAY SILT SAND GRAVEL <br /> Logged By: David Vasbinder <br />