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11+ <br />V <br />1q <br />0% <br />vo <br />c <br />n <br />c� <br />H <br />0 <br />ca <br />3 <br />-v <br />S <br />OI <br />0 <br />W <br />00 <br />w <br />w <br />0 <br />.o <br />0 <br />w <br />00 <br />to <br />.o <br />�o <br />-n <br />0) <br />X <br />%0 <br />0 <br />w <br />00 <br />o% <br />C, <br />0% <br />■a <br />Ir =�� Ir <br />TRI -STATE TESTING SERVICES, INC. <br />Log of Boring <br />Project: Kay Claims <br />Client: Mt. Elbert Mining Company <br />Job Number. E -8 -940 <br />Boring: 66-C <br />Sheet 1 of 3 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 108 Feet Date: 9/17/2008 - 9/18/2008 <br />Ground Water Depth: 80' at Drilling / 78' at Completion Weather: Cool, Sunny to Partly <br />Cloudy <br />Boring Type: 33 at I.D. HSA / 5' Continuous Sampler Driller: J. Crawford <br />Sample <br />Number <br />Sample <br />Interval <br />Feet <br />Sample <br />Recovery <br />Inches <br />Sample <br />Description <br />1 <br />0.0-3.0 <br />29 <br />Brown Silty Clay with Sand and Gravel, <br />About 2" of Red Black Sand <br />2 <br />3.0 -8.0 <br />27 <br />Dark Brown Clay Sand with Gravel and <br />Black Sand, Rock in Nosecone limiting <br />recovery <br />3 <br />8.0 -13.0 <br />0 <br />Very Sandy Material Based on Cuttings, <br />No Recovery due to Nosecone being <br />Blocked by Rock <br />4 <br />13.0 -18.0 <br />19 <br />Brown Sandy Clay with Big Rods <br />5 <br />18.0 -23.0 <br />58 <br />Brown Silty Clay with Sand and Gravel <br />6 <br />23.0 - 28.0 <br />34 <br />Brown Silty Clay with Sand and Gravel, <br />and Black Sand <br />7 <br />28.0 -33.0 <br />35 <br />Brown Silty Clay with Sand and Gravel <br />8 <br />33.0 -38.0 <br />36 <br />Brown Silty Clay with Sand and Gravel <br />REMARKS: <br />f. <br />