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FROM <br />v <br />Ln <br />0% <br />00 <br />c <br />A <br />N^ <br />1 <br />0 <br />M <br />c� <br />3 <br />-v <br />S <br />NJ <br />Z <br />w <br />00 <br />w <br />w <br />0 <br />w <br />CO <br />CA <br />•o <br />.o <br />-n <br />A) <br />X <br />•o <br />0 <br />w <br />00 <br />o% <br />a. <br />o� <br />CTHLOSEP 18 2000 16:IMO /ST. 15:00/Ho.7628822100 P 6 <br />"rm,r <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: 65-C <br />Sheet 1 of 2 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 87 Feet Date: 9- 15- 2008/9 -16 -2008 <br />Ground Water Depth: 22'@ Ddlling/22' @ Completion Weather: Cool and Sunny <br />Boring Type: 3%." 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 />20 <br />Brown Clayey Sift with Sand and Gravel <br />2 <br />3.0 -8.0 <br />24 <br />Brown Silty Clay with Sand and Gravel <br />3 <br />8.0 -13.0 <br />18 <br />Brown Silty Clay with Sand and Gravel <br />Low recovery due to Rock Obstruction in <br />Nosecone <br />4 <br />13.0- 18.0 <br />34 <br />Brown Silty Clay with Sand and Gravel <br />5 <br />18.0 -23.0 <br />36 <br />Brown Silty Clay with Sand and Gravel <br />6 <br />23.0 -28.0 <br />51 <br />Brown Silty Clay with Sand and Gravel <br />7 <br />28.0 -330 <br />44 <br />Brown Silty Clay with Sand and Gravel <br />8 <br />33.0 -38.0 <br />59 <br />Wet Brown Silty Clay with Sand and Gravel <br />9 <br />38.0 -43.0 <br />59 <br />Wet Brown Silty Clay with Sand and Gravel <br />REMARKS: <br />Refusal at 3 fleet, moved to new hole. Refusal at 3 feet moved to new hole. <br />