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0% <br />V <br />Ln <br />o% <br />vo <br />c <br />c� <br />n <br />0 <br />M <br />3 <br />c� <br />3 <br />-v <br />N <br />Z <br />W <br />00 <br />W <br />W <br />•o <br />0 <br />W <br />00 <br />Z <br />•o <br />�C <br />0 <br />w <br />00 <br />0% <br />cr <br />o• <br />■a <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: 30 -C <br />Sheet: 1 of 1 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 36 Feet Date: 9/24/2008 <br />Ground Water Depth: None at Drilling / None at Completion Weather: Cool and Sunny <br />Boring Type: 33 at I.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 />36 <br />Dark Brown Clayey Silt With Heavy Sand and <br />Some Gravel <br />2 <br />3.0 -8.0 <br />48 <br />Brown Clayey Silt With Heavy Sand and Some <br />Gravel <br />3 <br />8.0 -13.0 <br />37 <br />Brown Clayey SIR With Heavy Sand and Some <br />Gravel, With Blank Sand and Gray Silty Sand <br />4 <br />13.0 -18.0 <br />12 <br />Brown Clayey Silt With Sand and Gravel <br />S <br />18.0 -23.0 <br />26 <br />Brown Clayey Silt With Lots of Gravel, Some <br />Sand, Black, Sand and White Sand <br />6 <br />23.0 -28.0 <br />34 <br />Brown Clayey Silt With Sand and Gravel and a <br />Little Black Sand <br />7 <br />28.0 -33.0 <br />38 <br />Brown Clayey Silt With Sand and Gravel <br />8 <br />33.0 -36.0 <br />3 <br />Rock <br />REMARKS: Hit Refusal at 36' <br />