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V <br />U1 <br />00 <br />c <br />n <br />c� <br />V1 <br />n <br />0 <br />M <br />3 <br />M <br />3 <br />s <br />N <br />a <br />VA <br />W <br />00 <br />w <br />w <br />.o <br />0 <br />w <br />CD <br />cn <br />•o <br />%0 <br />-n <br />W <br />X <br />•o <br />O <br />w <br />00 <br />o� <br />o� <br />v� <br />■a <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: 67-C <br />Sheet 1 of 2 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 118 Feet Date: 9/19/2008 - 9/20/2008 <br />Ground Water Depth:40' at Drilling / 762' at Completion Weather: Cool and Sunny <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 />21 <br />Brown Clayey Silt with Trace of Sand and <br />Gravel <br />2 <br />3.0 -8.0 <br />56 <br />Brown Clayey Silt with Trace of Sand and <br />Gravel <br />3 <br />8.0 -13.0 <br />53 <br />Brown Clayey Silt with Sand and Gravel <br />and Trace of Black Sand <br />4 <br />13.0 -18.0 <br />0 <br />No Recovery Rock in Nosecone Drilling <br />through Heavy Rock <br />5 <br />18.0 -23.0 <br />12 <br />Brown Clayey Silt Rock in Nosecone <br />6 <br />23.0 -28.0 <br />49 <br />Brown Silty Clay with Sand and Gravel and <br />Trace of Black Sand <br />7 <br />28.0 -33.0 <br />46 <br />Brown Silty Clay with Sand and Gravel <br />8 <br />33.0 -38.0 <br />42 <br />Brown Silty Clay with Sand and Gravel <br />9 <br />38.0 -43.0 <br />62 <br />Brown Silty Clay with Sand and Gravel <br />10 <br />43.0 -48.0 <br />62 <br />Brown and Gray Clayey Silt with Sand and <br />Gravel <br />11 <br />48.0 -53.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />12 <br />53.0 -58.0 <br />57 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />