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FROM <br />v <br />Ln <br />a% <br />vo <br />n <br />c� <br />N^ <br />r) <br />0 <br />M <br />3 <br />M <br />3 <br />-C <br />s <br />_ <br />N' <br />M <br />F <br />W <br />00 <br />w <br />w <br />.e <br />0 <br />w <br />0o <br />ton <br />•o <br />W <br />X <br />No <br />0 <br />w <br />00 <br />0% <br />o+ <br />o� <br />■2 <br /><TMU)SEP 10 2000 16:07 /ST. 16: 30 /M0. 7620622100 P 2 <br />,r=,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: 63 -C <br />Sheet 1 of 1 <br />Boring Location: Leadville, Colorado Elevation: NIA <br />Boring Depth: 32 Feet Date: 9-12- 2008/9 -13 -2008 <br />Ground Water Depth: 17'Q Drilling /21' @ Completion Weather: Cool and Sunny <br />Boring Type: 3 %s" 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 />17 <br />Dark Brown to Brown Silty Clay with <br />Organics <br />2 <br />3.0 -8.0 <br />25 <br />Brown Silty Clay with Organics <br />3 <br />8.0 -13.0 <br />27 <br />Dark Brown to Brown Silty Clay with Sand <br />and Gravel <br />4 <br />13.0 -18.0 <br />26 <br />Brown Silty Clay with Sand and Gravel <br />5 <br />18.0 -23.0 <br />21 <br />Brown Silty Clay with Sand and Gravel <br />6 <br />23.0 -28.0 <br />24 <br />Brown Silty Clay with Sand and Gravel <br />7 <br />28.0 -32.0 <br />21 <br />Brown Silty Clay with Sand and Gravel <br />Refusal at 32' (see remarks) <br />REMARKS: <br />Moved 11' from original hole, hit refusal at 28'. Moved 50' from first hole, hit refusal at 31'. <br />