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BORING NUMBER RWB-06 <br /> Wildcat PAGE 1 OF 1 <br /> IN <br /> Mining Corporation <br /> CLIENT Wildcat Mining Corporation PROJECT NAME New Access Road <br /> PROJECT NUMBER Geotech-001 PROJECT LOCATION Hesperus,Colorado <br /> DATE STARTED 1/19/12 COMPLETED 1/19/12 GROUND ELEVATION 8682.21 ft HOLE SIZE 6.75 in <br /> DRILLING CONTRACTOR Enviro-Drill GROUND WATER LEVELS: <br /> DRILLING METHOD Hollow Stem Auger 2.75'ID AT TIME OF DRILLING ---No Free Water Encountered <br /> LOGGED BY David McLay,P.E. CHECKED BY J.Erich Rauber,P.E. AT END OF DRILLING --No Free Water Encountered <br /> NOTES Third offset:first refusal 4 feet,second 0.5 feet AFTER DRILLING ---No Free Water Encountered <br /> w a <br /> a. <br /> _ �10� } U)w U <br /> S <br /> a. CL? O TESTS O MATERIAL DESCRIPTION <br /> p QZ W mOZ D <br /> C7 <br /> 0 <br /> (ML)Brown clayey sandy Silt with cobbles(angular) <br /> ML <br /> 3.0 8679.2 <br /> (CL)low plasticity Tan-brown fine gravelly sandy silty Clay(hard) <br /> 5 .5'-5. 9 41/4" DD=131.9 pcf <br /> AU w=7.5%,LL=25, <br /> 6'-7' PI=111 <br /> CL <br /> MC 94 10-31- <br /> 10 41/5" <br /> a <br /> > 12.5 8669.7 <br /> o (GW)Tan-brown coarse to fine sandy Gravel(very dense) <br /> Q �•�R <br /> MC 12-20- w=10.2%, <br /> 15 .0 9. 100 41/3" DD=129.5 f ,' <br /> W GW <br /> o <br /> •11. <br /> 9 17.0 8665.2 <br /> z <br /> � SS 50/3" 17.5 Gray rock(dense)(broken) .7 <br /> Cn <br /> _W Refusal at 17.5 feet. <br /> W Bottom of borehole at 17.5 feet. <br /> 0 <br /> 0 <br /> s <br /> a <br /> d <br /> m <br /> N <br /> _O <br /> N_ <br /> t0 <br /> N <br /> M <br /> H <br /> m <br /> Q <br /> J <br /> U) <br /> D <br /> H <br /> F <br /> Z <br /> J <br /> J <br /> W <br /> a <br /> x <br /> m <br /> J <br /> W <br /> Z <br /> W <br /> 0 <br />