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LOG OF TEST BORING <br />Date Advanced 8/17/04 Field Engineer~• Butler Test Boring Number TWO <br />Diameter 4" SOlld Total Depth Seventy-flue (75) feet Elevation NA <br />See Figure Two (2) <br />a t Sam /e <br /> <br />~ a <br />o <br />T <br />e <br />N Soil Description Laboratory Test Results <br /> yp <br /> Gravel and sand, slightly clayey, <br /> 10/6 few cobbles, loose, dry, brown, (GP) <br /> T 20/6 <br /> 15/6 <br /> _ Gravel and sand, slightly clayey, <br /> few cobbles, loose, moist, brown, (GP) <br /> 5 B <br /> A <br /> G <br /> 5 <br /> <br /> <br />~ - <br /> <br /> 4 Gravel and sand, slightly clayey, few <br /> <br />- cobbles, medium dense, moist, brown, (GP) <br />- <br /> ` <br /> 6 <br /> Gravel and sand, slightly clayey, few cobbles <br /> <br />- <br />- medium dense to dense, moist, brown, (GP) <br />I <br /> Bottom of test borin at seventy-five (75) feet <br />Project Name Eureka Landslide Project Number D04155GE <br />`~xxrt~x.,ext ttxY~ ~~~~itt~s <br />Figure A3 <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />