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o,. <br />V <br />Ln <br />o% <br />�o <br />n <br />c� <br />CA <br />n <br />O <br />M <br />c� <br />3 <br />-v <br />_S <br />H� <br />II <br />w <br />w <br />w <br />�o <br />O <br />4.► <br />Go <br />�o <br />.o <br />0 <br />x <br />•o <br />0 <br />w <br />CD <br />v� <br />o� <br />O� <br />■a <br />or or <br />TRI -STATE TESTING SERVICES, INC. <br />LOG OF BORINGS <br />Project: Kay Claims <br />Job Number: E -8-940 <br />Boring: 22 -C <br />Client: Mt Elbert Mining Company Sheet:1 of 1 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 47 Feet Date: 10/8/08 <br />Groundwater Depth: 42' at Drilling / 44' at Completion Weather: Cold and Sunny <br />Boring Type: 3.'/" 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 />27 <br />Brown Clayey Silt With Sand <br />2 <br />3.0 -8.0 <br />26 <br />Brown Clayey Silt With Sand and Gravel <br />3 <br />8.0 -13.0 <br />49 <br />Brown Clayey Silt With Sand and Gravel <br />4 <br />13.0 -18.0 <br />35 <br />Brown Clayey Silt With Sand and Gravel <br />5 <br />18.0 -23.0 <br />37 <br />Brown Clayey Silt With Sand and Gravel <br />6 <br />23.0 -28.0 <br />35 <br />Brown Clayey Silt With Sand and Gravel <br />7 <br />28.0- 33.0 <br />44 <br />Brown Clayey Silt With Sand and Gravel <br />8 <br />33.0 -38.00 <br />37 <br />Brown Clayey Silt With Sand and Gravel and Black and <br />White Sand <br />9 <br />38.0 -43.0 <br />43 <br />Black and White Silty sand With Traces of Gravel, Wet <br />10 <br />43.0 -47.0 <br />45 <br />Brown Silty Clay With Black and White Silty Sand With <br />Traces Of Gravel <br />ricmAmr% . nit rerusai at i r Teet. <br />