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o• <br />V <br />(n <br />a% <br />0� <br />c <br />n <br />c� <br />n <br />0 <br />M <br />N� <br />VA <br />W <br />co <br />w <br />w <br />0 <br />•o <br />0 <br />w <br />00 <br />.o <br />.o <br />so <br />0 <br />w <br />00 <br />C% <br />o, <br />o• <br />.. <br />,r= mr <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: 40 -C <br />Sheet: 1 of 2 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 54 Feet Date: 10/16/08 <br />Groundwater Depth: None at Drilling / None at Completion Weather: Cold and Sunny <br />Boring Type: 3. %" I.D. H.S.A. / 5ft. Continuous Sampler Driller: John Crawford <br />Sample <br />Number <br />Sample <br />Interval <br />(feet) <br />Sample <br />Recovery <br />(inches) <br />Sample Description <br />1 <br />0.0 -3.0 <br />18 <br />Brown Clay Silt With Sand and Gravel <br />2 <br />3.0 -8.0 <br />13 <br />Brown Silt With Sand and Gravel <br />3 <br />8.0 -13.0 <br />17 <br />Brown Clay Silt With Sand and Gravel <br />4 <br />13.0 -18.0 <br />21 <br />Brown Clay Silt With Sand and Gravel <br />5 <br />18.0 -23.0 <br />14 <br />Brown Silt With Sand and Gravel <br />6 <br />23.0 -28.0 <br />27 <br />Brown Clay Silt With Sand and Gravel with Traces of <br />Black Sand <br />7 <br />28.0 -33.0 <br />27 <br />Brown Clay Silt With Sand and Gravel with Traces. of <br />Black and White Sand <br />8 <br />33.0 -38.0 <br />36 <br />Brown Clay Silt With Sand, Gravel and Traces of Sand <br />.9 <br />38.0 -43.0 <br />31 <br />Brown Clay SIR With Sand and Gravel with Traces of <br />Black Sand <br />10 <br />43.0 -48.0 <br />31 <br />Brown Clay Silt With Sand and Gravel with Traces of <br />Black Sand <br />REMARKS: Cobble noise at 3 feet. <br />