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V <br />V1 <br />v% <br />00 <br />c <br />n <br />X, <br />M <br />N <br />0 <br />M <br />3 <br />c� <br />-v <br />Z <br />W <br />ao <br />w <br />w <br />0 <br />0 <br />w <br />OD <br />un <br />F� <br />.!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: 32 -C <br />Sheet: 1 of 1 <br />Boring Location: Leadville, Colorado Elevation: NIA <br />Boring Depth: 27 Feet Date: 9/25/2008 <br />Ground Water Depth: 20' at Drilling / 20' at Completion Weather: Cool and Sunny <br />Boring Type: 3'/° at 1. 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 />23 <br />Brown Clayey Silt With Trace of Sand and <br />Gravel <br />2 <br />3.0 -8.0 <br />33 <br />Brown Clayey Silt With Trace of Sand Gravel <br />and Black Sand <br />3 <br />8.0 -13.0 <br />27 <br />Brown Clayey Silt With Sand and Gravel <br />4 <br />13.0 -18.0 <br />15 <br />Brown Clayey Silt With Sand and Gravel With <br />Sand and Gravel (Partial obstruction due to <br />rock in nose cone) <br />5 <br />18.0 -23.0 <br />38 <br />Brown Clayey Silt With Sand and Gravel <br />8 <br />23.0 -27.0 <br />19 <br />Brown Clayey Silt With Sand and Gravel Wet <br />REMARKS: <br />Hit refusal at 27 feet. Cobbly noise (Hard Rock) started at 5 foot. <br />