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o� <br />V <br />V't <br />o• <br />vo <br />c <br />n <br />c� <br />N <br />n <br />0 <br />M <br />-3v <br />H <br />0►4 <br />W <br />aD <br />w <br />w <br />.o <br />0 <br />w <br />as <br />%0 <br />1%D <br />w <br />X <br />O <br />w <br />OD <br />O� <br />0% <br />■a <br />TRI -STATE TESTING SERVICES. INC. <br />LOG OF BORINGS <br />Project: :Kay. Claims. Job,-Number; EA�W- <br />Boring: 28 -C <br />Client: Mt. Elbert Mining Company Sheet: 1 of 1 <br />Boring Location: I-eadville, Colorado Elevation: N/A <br />Boring Depth: 33 Feet Date: 10/14/08 <br />Groundwater Depth: None at Drilling /None at Completion Weather: Cold, Cloudy, Snow <br />Boring Type: 3.Y4 "-I:©. �H:3.A. /-5f#. Continuous Sampler OrMer. John Crawford <br />Sample <br />Numb, <br />Sample <br />Interval <br />(teetj <br />Sample <br />Recovery <br />inches) <br />Sample Description <br />1 <br />0.0 -3.0 <br />12 <br />Brown Silt With Sand and Trace of Gravel <br />2 <br />3.0 -8.0 <br />17 <br />Brown Silt With Sand and Gravel, Small Recovery Due <br />to Rock in Nose Cone <br />3 <br />8.0 -13.0 <br />10 <br />Brown Clayey Silt With Sand and Gravel <br />4 <br />13.0 -18.0 <br />32 <br />Brown Clayey Silt With Sand and Gravel <br />5 <br />18.0 -23.0 <br />35 <br />Brown Clayey Silt With Sand and Gravel <br />6 <br />23.0 -28.0 <br />21 <br />Brown Clayey Silt With Sand and Gravel <br />7 <br />28.0 -33.0 <br />24 <br />Brown Clayey Silt With Sand and Gravel <br />REMARKS: Hit refusal at 34 feet. Cobble noise at z feet. <br />