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V1 <br />C% <br />A <br />fD <br />N <br />n <br />0 <br />cD <br />r<� <br />cD <br />3 <br />"V <br />s <br />Z <br />W <br />00 <br />w <br />w <br />.o <br />0 <br />w <br />00 <br />Lq <br />•o <br />•0 <br />'T1 <br />•0 <br />0 <br />w <br />CO <br />a� <br />a. <br />0% <br />.'i <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: 62 -C <br />Sheet 1 of 2 <br />Boring Location: ieadville, Colorado Elevation: N/A <br />Boring Depth: 71 Feet Date: 9/22/2008 <br />Ground Water Depth: 21' at Drilling / 34 ' 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 />32 <br />Brown Silty Clay with Sand and Trace of <br />Gravel <br />2 <br />3.0 -8.0 <br />62 <br />Brown Clayey Silt with Sand and Gravel <br />3 <br />8.0 -13.0 <br />24 <br />Brown Clayey Silt with Sand and Gravel <br />Rock stuck in Nosecone <br />4 <br />13.0 -18.0 <br />24 <br />Brown Silty Sand with Wet Gravel <br />5 <br />18.0 -23.0 <br />35 <br />Brown Clayey Silt with Wet Sand and <br />Gravel <br />6 <br />23.0 -28.0 <br />45 <br />Brown Clayey Silt with Wet Sand and <br />Gravel <br />7 <br />28.0 -33.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />8 <br />33.0 -38.0 <br />43 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />9 <br />38.0 -43.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />10 <br />43.0 -48.0 <br />46 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />11 <br />48.0 -53.0 <br />62 <br />Brown Silty Clay with Wet Sand and <br />Gravel <br />REMARKS. <br />