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1 <br />1 <br />J <br />J <br />1 <br />_1 <br />1 <br />J <br />J <br />1 <br />1 <br />LOG OF TEST BORING <br />Date Advanced February 3, 1999 Field Engineer A. Crees Test Boring Number One (1) <br />Diameter 4" Solid Total Depth Twenty two (22) feet Elevation N/A <br />Location Please See Figure Two (2) <br />s Sa m ple <br />N o Typ e N Soil Description Laboratory Test Results <br /> Clay, Silty, Sandy, Few Gravels, Organics, Man Placed Fill <br /> -~ Stiff, Moist, Brown-Black: (CL) <br /> Clay, Sandy, Gravelly, Few Cobbles, <br /> i Stiff, Moist, Red-Brown: (CL) <br /> B <br /> - - <br /> 5 G <br /> 10 <br /> B <br /> - A <br /> G <br /> <br />15 <br />i I <br />t <br /> Clay and Gravels, Sandy, Few Cobbles, Possible Native Material <br /> Dense, Moist, Brown-Black: (CL/GC) <br /> B <br /> A <br /> 20 G - <br /> Auger Refusal on Possible Formational Material <br /> at Twenty Two (22) feet <br /> 25 - <br />~ - ~ <br />Project Name Oak Ridge Slope Stability Project Nwnber D99009GE <br />11~lmbrrt ~zn>b 1~UaQri~irs <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />Figure A2 <br />