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o� <br />V <br />Ln <br />0% <br />Ic <br />c <br />n <br />c� <br />n <br />ca <br />M <br />3 <br />T <br />y� <br />Z <br />W <br />00 <br />w <br />w <br />.o <br />0 <br />w <br />a� <br />.o <br />•o <br />TI <br />0) <br />X <br />NO <br />0 <br />w <br />00 <br />0% <br />'v <br />o� <br />TRI -STATE TESTING SERVICES. INC. <br />LOG OF BORING <br />Project: Kay Claims Job Number: E -8-940 <br />Boring: 25 -C <br />Client: Mt. Elbert Mining Company Sheet: 1 of 1 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 46 Feet Date: 10/11/08 <br />Groundwater Depth: 34' at Drilling 137' at Completion Weather: Cold and Cloudy <br />Boring Type: 3.Y4" I.D. H.S.A. / 5ft. Continuous Sampler Driller: John Crawford <br />Sample <br />Number <br />Sample <br />Interval <br />(feet) <br />Sample <br />Recovery <br />(inches) <br />Sample Description <br />1 <br />0.0 -3.0 <br />17 <br />Brown Silt With Trace of Sand and Gravel <br />2 <br />3.0 -8.0 <br />21 <br />Brown Clayey Silt With Sand and Gravel <br />3 <br />8.0 -13.0 <br />14 <br />Brown Clayey Silt With Sand and Gravel <br />4 <br />13.0 -18.0 <br />14 <br />Brown and Gray Clayey Silt With Sand and Gravel <br />5 <br />18.0 -23.0 <br />41 <br />Brown Clayey Silt With Sand, Gravel and White and <br />Black Sand <br />6 <br />23.0 -28.0 <br />36 <br />Brown Clayey Silt With Sand, Gravel, White and Black <br />Sand and Trace of Green Sand <br />7 <br />28.0 -33.0 <br />31 <br />Brown Clayey Silt With Sand, Grave and Black and <br />White Sand <br />8 <br />33.0 -38.0 <br />62 <br />Black, White and Green Sand <br />9 <br />38.0 -43.0 <br />61 <br />Black, White and Green Sand With Rock and Brown <br />Clayey silt <br />10 <br />43.0 -46.0 <br />37 <br />Brown Clayey Silt With Sand and Gravel and Traces of <br />Black and White Sand <br />REMARKS: Sample 8 TEST / Hit refusal at 46 feet. Cobble noist at 2 foot. <br />