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<br />LOG OF TEST PIT <br />Drilled: 10/23/2008 Field Engineer: DRL Test Pit No. 2 <br />Lion: See test pit location diagram Elevation: <br />Depth: feet <br />ater: 4 inches Total J I <br />- Depth to Water at Time of Drillin : None Enc <br />6 Sample <br />o Type N Soil Description Laboratory Test Results <br />0 <br />Clay, sandy, silty, stiff, moist, brown, <br />tan, approx. 12 inches organic (CL) <br />Intermittent Sandstone Fragments <br />Approximately G" to 24" <br />5 <br />'fir? <br />t; <br />.u <br />¢ottom of Test Pit at 9 feet <br />10 <br />Pocket Penetrometer: 3.5 tsf <br />Pocket Penetrometer. 4.0 tsf <br />1c, -; to•(Tt, 1r?r-'- Pt Fr r_.-E';.f",?e <br />TT 17 <br />Pocket Penetrometer: 3.5 tsf <br />9; -7?J <br />project Name: West Elk Mine - 017 Pond Project Number: M08054GE Figure: 3 <br />?E=&M r AawrwftCONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING