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LOG OF TEST BORING <br />Date Advanced February 3, 1999 Field Engineer A. Crees Test Boring Number Three (3)) <br />Diameter 4" Solid Total Deplh Eighteen (18) feet Elevation N/A <br />Location Please See Figure Two (2) <br /> <br />1 <br /> <br /> <br /> <br />o <br />o Sam <br />Type ple <br />N <br />Soil Description <br />Clay, Sandy, Gravelly, Stiff, Moist, Brown: (CL) <br />Laboratory Test Results <br />Man Placed Fill <br /> Formational Sandstone, Firm to Hard, Tan { <br /> 5 <br />I <br />B <br /> A <br />G <br /> 10 <br />I <br />I <br />- <br />15 <br />1 - <br /> <br />- <br /> <br />- - <br /> <br />- <br /> Bottom of Test Boring at Eighteen (18) feet <br /> 20 <br /> 25 - <br /> <br />I <br />i <br />I_ <br />- <br />_ - <br />- ~ <br />Project Name Oak Ridge Slope Stability Project Number D99009GE Figure A4 <br />~Z~tmbrri ~nb ~~~sarinln~ <br />CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br />