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o% <br />V <br />o• <br />W <br />n <br />c� <br />n <br />O <br />M <br />M <br />3 <br />H� <br />ri <br />. <br />Md <br />. <br />NO <br />0 <br />— <br />W <br />OD <br />•o <br />�t <br />0 <br />w <br />00 <br />o• <br />b+ <br />o+ <br />lr=lr <br />TRI -STATE TESTING SERVICES. INC. <br />LOG OF BORING <br />Project: Kay Claims <br />Job Number: E -8-940 <br />Boring: 42-C <br />Client: Mt. Elbert Mining Company Sheet: 1 of 2 <br />Boring Location: Leadville, Colorado Elevation: NIA <br />Boring Depth: 88 Feet Date: 10/17/08 <br />Groundwater Depth: 24' at Drilling 158' at Completion Weather: Cold and Sunny <br />Boring Type: 3.Y4" I.D. H.S.A. / 5ft. Continuous Sampler Driller: John Crawford <br />Sample <br />Number <br />Sample <br />Interval <br />(feet) <br />Sample <br />Recovery <br />(inches) <br />Sample Description <br />1 <br />0.0 -3.0 <br />32 <br />Brown Silt With Sand and Traces of Gravel <br />2 <br />3.0 -8.0 <br />25 <br />Brown Silt With Sand and Traces of Gravel <br />3 <br />8.0 -13.0 <br />16 <br />Brown Silt With Sand and Traces of Gravel <br />4 <br />13.0 -18.0 <br />18 <br />Brown Clay Silt With Sand and Traces of Gravel <br />5 <br />18.0 -23.0 <br />23 <br />Brown Clay Silt With Sand and Gravel <br />6 <br />23.0 -28.0 <br />30 <br />Brown Clay Silt With Sand and Gravel With Traces of <br />Black and White Sand <br />7 <br />28.0 -33.0 <br />25 <br />Brown Clay Silt With Sand and Gravel <br />8 <br />33.0 -38.0 <br />46 <br />Brown Silty Clay With Sand and Gravel <br />9 <br />38.0 - 43.0 <br />54 <br />Brown Silty Clay With Sand and Gravel <br />10 <br />43.0 -48.0 <br />61 <br />Brown Silty Clay With Sand and Gravel and Traces of <br />Black Sand <br />11 <br />48.0- 53.0 <br />54 <br />Brown Silty Sandy Clay With Gravel <br />REMARKS: <br />