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o+ <br />v <br />v� <br />ov <br />c <br />A <br />{C <br />C1 <br />0 <br />M <br />3 <br />10 <br />H� <br />iJ <br />W <br />CD <br />w <br />w <br />�o <br />O <br />w <br />Co <br />cn <br />75 <br />%0 <br />TI <br />P) <br />X <br />%0 <br />O <br />w <br />oo <br />o*. <br />c' <br />0% <br />n <br />, r r <br />TRI -STATE TESTING SERVICES, INC. <br />LOG OF BORINGS <br />Project: Kay Claims Job Number: E-8 -940 <br />Boring: 37-C <br />Client: Mt. Elbert Mining Company Sheet: 1 of 1 <br />Boring Location: Leadville, Colorado Elevation: NIA <br />Boring Depth: 26 Feet Date: 10114/08 <br />Groundwater Depth: None at Drilling /None at Completion Weather: Cold, Sunny, Snow <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 />12 <br />Brown Sift With Sand and Gravel <br />2 <br />3.0 -8.0 <br />37 <br />Brown Clayey Silt With Sand and Gravel <br />3 <br />8.0 -13.0 <br />29 <br />Brown Clayey Silt With Sand and Gravel <br />4 <br />13.0 -18.0 <br />24 <br />Brown Clayey Silt With Sand and Gravel <br />5 <br />18.0 -23.0 <br />19 <br />Brown Clayey Silt With Sand and Gravel <br />6 <br />23.0 -26.0 <br />12 <br />Brown Sift With Sand and Gravel <br />REMARKS: Hit refusal at 26 feet. Cobble noist at 2 feet. <br />