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0% <br />V <br />po <br />c <br />c� <br />n <br />0 <br />M <br />M <br />3 <br />-v <br />S <br />EU I <br />W <br />00 <br />w <br />w <br />•o <br />0 <br />w <br />co <br />.o <br />0 <br />w <br />CO <br />o% <br />b <br />C% <br />.a <br />Ir �=� Ir <br />TR1 -STATE TESTING SERVICES, INC. <br />Log of Boring <br />Project: Kay Claims <br />Client: Mt. Elbert Mining Company <br />Boring Location: Leadville, Colorado <br />Boring Depth: 108 Feet <br />Ground Water Depth: 80' at Drilling / 78' at Completion <br />Boring Type: 33at I.D. HSA / 5' Continuous Sampler <br />Job Number. E -8 -940 <br />Boring: 66-C <br />Sheet 2 of 3 <br />Elevation: N/A <br />Date: 9 -17- 200819 -18 -2008 <br />Weather: Cool, Sunny to Partly <br />Cloudy <br />Driller: J. Crawford <br />Sample <br />Number <br />Sample <br />Interval <br />Feet <br />Sample <br />Recovery <br />Inches <br />Sample <br />Description <br />9 <br />38.0 -43.0 <br />46 <br />Brown Silty Clay with Sand and Gravel <br />10 <br />43.0 -48.0 <br />58 <br />Brown Silty Clay with Sand and Gravel <br />11 <br />48.0 -53.0 <br />52 <br />Brown Silty Clay with Sand and Gravel <br />12 <br />53.0 -58.0 <br />32 <br />Brown Silty Clay with Sand and Gravel <br />13 <br />58.0 -63.0 <br />59 <br />Brown Silty Clay with a Trace of Sand <br />14 <br />63.0 -68.0 <br />56 <br />Brown Silty Clay with Sand and Gravel <br />15 <br />68.0 -73.0 <br />62 <br />Brown Silty Clay with a Trace of Sand and <br />Gravel <br />16 <br />73.0 -78.0 <br />62 <br />Brown Slaty Clay with Trace of Sand and <br />Gravel <br />17 <br />78.0 -83.0 <br />56 <br />Wet Brown Silty Clay with Sand and <br />Gravel <br />18 <br />83.0 -88.0 <br />57 <br />Wet Brown Silty Clay with Sand and <br />Gravel <br />REMARKS: <br />