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v�- <br />V <br />O� <br />Oo <br />c <br />n <br />c� <br />n <br />0 <br />c� <br />3 <br />cD <br />3 <br />Z <br />W <br />0a <br />w <br />w <br />.o <br />0 <br />w <br />00 <br />T <br />X <br />0 <br />w <br />00 <br />a• <br />c� <br />o� <br />.a <br />TRI -STATE TESTING SERVICES. INC. <br />LOG OF BORING <br />Project: Kay Mining <br />Job Number: E -5-940 <br />Boring:23 -C <br />Client: Mt. Elbert Mining Company Sheet: 1 of 2 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 63 Feet Date: 10/7/08 <br />Ground Water Depth: 20' at Drilling / 51' at Completion Weather: Very Cold 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 <br />2 <br />3.0 -8.0 <br />34 <br />Brown Clayey Silt With Trace of Sand <br />3 <br />8.0 -13.0 <br />30 <br />Brown, Gray, White and Black Clayey Silt With Sand <br />and Trace of Gravel <br />4 <br />13.0 - 18.0 <br />36 <br />Gray and White Clayey Silt With Sand <br />5 <br />18.0 -23.0 <br />46 <br />Gray, White, Black and a Trace of Pink Clayey Wilt <br />With Sand (Wet) <br />6 <br />23.0 -28.0 <br />21.0 <br />Gray, White, Black and a Trace of Pink Clayey Wilt <br />With Sand (Wet) <br />7 <br />28.0 -33.0 <br />30 <br />White and Black Sandy Silt With Trace of Gravel (Wet) <br />8 <br />33.0 -38.0 <br />32 <br />White and Black and a Trace if Pink Sandy Silt With <br />Gravel (Wet) <br />9 <br />38.0 -43.0 <br />43 <br />White, Black and Gray Sandy Silt With Gravel (Wet) <br />10 <br />43.0 -48.0 <br />38 <br />White, Black and Tan Sandy Silt With Gravel (Wet) <br />