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o% <br />V <br />Ln <br />c• <br />W <br />c <br />n <br />c� <br />N <br />n <br />0 <br />M <br />c� <br />3 <br />-v <br />s <br />N� <br />►i <br />W <br />00 <br />w <br />w <br />.o <br />0 <br />w <br />00 <br />:o <br />•o <br />�t <br />.o <br />0 <br />w <br />Co <br />v� <br />o� <br />■a <br />or mr <br />TRI -STATE TESTING SERVICES, INC. <br />LOG OF BORING <br />Project: Kay Claims Job Number: E -8-940 <br />Boring: 18-C <br />Client: Mt. Elbert Mining Company Sheet: l of 1 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 32 Feet Date: 10/10/08 <br />Groundwater Depth: Vat Drilling / 23' at Completion Weather: Cool and Cloudy <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 />21 <br />Brown Clayey Silt With Sand <br />2 <br />3.0 -8.0 <br />38.5 <br />Brown and Gray Silty Clayey Sand and Gravel <br />3 <br />8.0 -13.0 <br />30.5 <br />Brown and Gray Silty Sand and Gravel <br />4 <br />13.0 -18.0 <br />28 <br />Brown and Gray Silty Sand and Gravel <br />5 <br />18.0 -23.0 <br />31 <br />Brown and Gray Clayey Silt With Sand and Gravel <br />6 <br />23.0 -28.0 <br />47 <br />Black and White Clayey Silty Sand and Gravel <br />7 <br />28.0 -32.0 <br />45 <br />Black, White and Brown and Gray Clayey Silty Sand and <br />Gravel <br />REMARKS: Hit refusal at 32 feet. Cobble noist at 16 feet. <br />