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C% <br />V <br />V1 <br />01% <br />n <br />c� <br />N <br />0 <br />c� <br />3 <br />M <br />3 <br />-v <br />y <br />Z <br />W <br />as <br />w <br />w <br />0 <br />4 <br />w <br />00 <br />•a <br />.o <br />'T7 <br />.o <br />a <br />w <br />OD <br />o• <br />o� <br />FN <br />ir �=�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: 67 -C <br />Sheet 2 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, Sunny, Cloudy and <br />Raining <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 />13 <br />58.0 -63.0 <br />59 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />14 <br />63.0 -68.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />15 <br />68.0 -73.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />16 <br />73.0 -78.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />17 <br />78.0 -83.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />18 <br />83.0 -88.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />19 <br />88.0 -93.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />20 <br />93.0 -98.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />21 <br />98.0 -103.0 <br />fit <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />22 <br />103.0 -108.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />23 <br />108.0 -113.0 <br />59 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />24 <br />113.0 -118.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />REMARKS: <br />