Laserfiche WebLink
o*. <br />V <br />Ln <br />a% <br />oD <br />c <br />y <br />n <br />0 <br />M <br />c� <br />3 <br />T <br />H� <br />Z <br />W <br />CD <br />w <br />w <br />•o <br />0 <br />w <br />CD <br />7D <br />�C <br />�o <br />0 <br />w <br />OD <br />Olt <br />4% <br />o% <br />TRI -STATE TESTING SERVICES, INC. <br />LOG OF BORING <br />Project: Kay Claims Job Number: E-8 -940 <br />Boring: 5 -C <br />Client: Mt. Elbert Mining Company Sheet: 1 of 1 <br />Boring Location: Leadville, Colorado Elevation: N/A <br />Boring Depth: 58 Feet Date: 10/8/08 <br />Groundwater Depth: 46' at Drilling / 37' at Completion Weather: Cold /Sunny /Snow <br />Boring Type: 3.%" 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 />19 <br />Brown Silty Sand With Gravel <br />2 <br />3.0 -8.0 <br />6 <br />Brown Clayey Silt With Sand and Gravel <br />3 <br />8.0 -13.0 <br />10 <br />Brown Silt With Sand and Gravel <br />4 <br />13.0 -18.0 <br />10 <br />Brown Silt With Sand and Gravel <br />5 <br />18.0 -23.0 <br />12 <br />Brown Silt With Sand and Gravel <br />6 <br />23.0 -28.0 <br />18 <br />Brown Clayey Silt With Sand and Gravel <br />7 <br />28.0 -33.0 <br />7 <br />Brown Clayey Silt-With Sand and Gravel <br />8 <br />33.0 -38.0 <br />11 <br />Brown Silty Clay With Sand and Gravel Traces <br />9 <br />38.0 -43.0 <br />14 <br />Brown Silty Clay With Sand and Gravel Traces <br />10 <br />43.0 -48.0 <br />9 <br />Brown Silty Clay With Sand and Gravel Traces <br />11 <br />48.0 -53.0 <br />39 <br />Brown Silty Clay With 10" Section of Sand With Gravel <br />12 <br />53.0 -58.0 <br />No Recovery - Due to Sand - Blow In <br />REMARKS: Boring terminated at 53 feet. Water sample by Ryan at 55 feet <br />EC =.32 MS*CM PH 7 GPN 220 / Did not make it thru sand section (unknown thickness) <br />