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V <br />CR <br />o% <br />c <br />n <br />lD <br />N^ <br />l J <br />O <br />M <br />3 <br />c� <br />M <br />Z <br />0 <br />W <br />00 <br />w <br />w <br />%0 <br />0 <br />w <br />aD <br />un <br />.O <br />X <br />0 <br />w <br />a` <br />o� <br />o� <br />E. <br />Ir =�� Ir <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:33 -C / A <br />Sheet: 1 of 1 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 48 Feet Date: 9/25/2008 - 9126/08 <br />Ground Water Depth: None at Drilling / None at Completion Weather: Cool and Partly Cloudy <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 />20 <br />Brown Clayey Silt With Trace of Sand and Gravel <br />2 <br />3.0 -8.0 <br />18 <br />Brown Clayey Silt With Trace of Sand and Gravel <br />3 <br />8.0 -13.0 <br />17 <br />Brown Clayey Silt With Sand and Trace of Gravel <br />4 <br />13.0 -18.0 <br />20 <br />Brown Clayey Silt With Sand and Gravel <br />5 <br />18.0 -23.0 <br />33 <br />Brown Clayey Silt With Sand and Gravel <br />6 <br />23.0 -28.0 <br />35 <br />Brown Clayey Silt With Sand and Gravel With <br />Trace of Black Sand <br />7 <br />28.0 -33.0 <br />32 <br />Brown Clayey Silt With Sand and Gravel <br />8 <br />33.0 -38.0 <br />22 <br />Brown Clayey Silt With Sand and Gravel <br />9 <br />38.043.0 <br />40 <br />Brown Clayey Silt With Sand, Gravel and Trace of <br />Black Sand <br />10 <br />43.048.0 <br />46 <br />Brown Clayey Silt With Sand and Gravel <br />REMARKS: <br />Hit refusal at 48 feet. Moved hole 7 feet south and stafted taking sample at 3 feet tp 8 feet on <br />new hole. Cobbly noise (hared rock) at 5 feet. <br />