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v% <br />V <br />to <br />o% <br />n <br />c� <br />y <br />1 ! <br />0 <br />M <br />M <br />3 <br />-v <br />N� <br />a <br />OVA <br />W <br />00 <br />w <br />w <br />.o <br />0 <br />w <br />00 <br />un <br />�o <br />%0 <br />1W <br />X <br />•o <br />0 <br />w <br />00 <br />o� <br />a` <br />o� <br />■a <br />TRI -STATE TESTING SERVICES, INC. <br />LOG OF BORING <br />Project: Kay Claims <br />Job Number: E -8 -940 <br />Boring: 3 -C <br />Client: Mt. Elbert Mining Company Sheet: 1 of 2 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 68 Feet Date: 10/20/08 <br />Groundwater Depth: None at Drilling / None at Completion Weather: Cold andCloudy <br />Boring Type: 3.Y4" 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 />16 <br />Brown Silt With Sand and Gravel <br />2 <br />3.0 -8.0 <br />18 <br />Brown Silty With Sand and Gravel <br />3 <br />8.0 -13.0 <br />26 <br />Brown Clayey Silt With Sand and Gravel <br />4 <br />13.0 -18.0 <br />29 <br />Brown Silty Sand With Gravel <br />5 <br />18.0- 23.0 <br />34 <br />Brown Silty Sand With Gravel <br />6 <br />23.0 -28.0 <br />42 <br />Brown Silty Sand With Gravel and Traces of Black Sand <br />7 <br />28.0 -33.0 <br />37 <br />Brown Silty Sand With Gravel and Traces of Black Sand <br />8 <br />33.0- 38.0 <br />34 <br />Brown Silty Sand With Gravel <br />9 <br />38.0- 43.0 <br />44 <br />Brown Silty Sand With Gravel and Traces of White and <br />Black Sand <br />10 <br />43.0 -48.0 <br />42 <br />Brown Silty Sand With Gravel, White and Black Sand <br />11 <br />48.0- 53.0 <br />44 <br />Brown Silty Sand With Gravel and Traces of Black and <br />White Sand <br />REMARKS: Hit refusal at 68 feet. Cobble noise at 3 feet. Hard drilling from 63 feet <br />to 68 feet. Took about 25 minutes obtaining last two samples. <br />