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C1% <br />V <br />Ln <br />o� <br />tp <br />c <br />A <br />c� <br />C1 <br />0 <br />M <br />3 <br />M <br />-�v <br />S <br />FO <br />W <br />co <br />w <br />w <br />•o <br />0 <br />w <br />Oo <br />cn <br />.o <br />.o <br />�C <br />.o <br />0 <br />w <br />co <br />cll. <br />'v <br />C% <br />M <br />'r='r <br />TRI -STATE TESTING SERVICES, INC. <br />LOG OF BORING <br />Project: Kay Mining <br />Client: Mt. Elbert Mining Company <br />Job Number., E -5 -940 <br />Boring: 24 -C <br />Sheet: 1 of 2 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 68 Feet Date: 10/2/08 <br />Ground Water Depth: 27' at Drilling / 43' at Completion Weather: Cool and Cloudy <br />Boring Type: 3%1' 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 />24 <br />Brown Clayey Silt with Sand and Gravel <br />2 <br />3.0 -8.0 <br />27 <br />Dark Red Clayey Silt with Sand, Gravel and Black <br />Sand Zone <br />3 <br />8.0- 13.0 <br />34 <br />Dark Red Clayey Silt with Sand, Gravel and Trace <br />Black Sand <br />4 <br />13.0 -18.0 <br />33 <br />Dark Red Clayey Silt with Sand, Gravel and Black <br />Sand <br />5 <br />18.0 -23.0 <br />30 <br />Light Grey Clayey Silt with Sand and Gravel with Trace <br />Green Clay <br />6 <br />23.0- 28.0 <br />34 <br />Light Grey, White and Black Clayey Silt with Sand and <br />Rock <br />7 <br />28.0 -33.0 <br />30 <br />Light Gray, White and Black Clayey Silt With Sand and <br />Rock <br />8 <br />33.0 -38.0 <br />30 <br />Light Gray and White Clayey Silt With Sand and Gravel <br />With Trace of Green (Taking % cup sample to get test/Per <br />Ryan) <br />9 <br />38.0 -43.0 <br />30 <br />Light Gray, White and Black Rock With Sand <br />10 <br />43.0 -48.0 <br />30 <br />Light Gray, White and Green Charty Rock With Sand <br />REMARKS: Hit refusal at 68 feet. <br />