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BORING NUMBER RWB-02 <br />t�$� § <br />"� '� � � � Cat <br />PAGE 1 OF 1 <br />3 <br />Mining Corporation <br />1 f5J.ir. (l.m; a. n I'Afl"Uti <br />CLIENT Wildcat Mining Corporation <br />PROJECT NAME New Access Road <br />PROJECT NUMBER Geotech-001 <br />PROJECT LOCATION Hesperus, Colorado <br />DATE STARTED 1/19/12 COMPLETED <br />1/19/12 <br />GROUND ELEVATION 8652.42 ft HOLE SIZE 6.75 in <br />DRILLING CONTRACTOR Enviro-Drill <br />GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger 2.75'[D <br />AT TIME OF DRILLING — No Free Water Encountered <br />LOGGED BY David McLaV, P.E. CHECKED BY J. Erich Rauber, P.E. AT END OF DRILLING — No Free Water Encountered <br />NOTES <br />AFTER DRILLING -- No Free Water Encountered <br />w <br />Q. <br />o <br />Co <br />mW <br />�j <br />U <br />2 <br />w <br />a <br />o <br />O <br />TESTS <br />ai <br />Q O <br />MATERIAL DESCRIPTION <br />❑ <br />QZ <br />w <br />mOZ <br />❑ <br />0 <br />U <br />0 <br />(CL) low plasticity Brown silty Clay (stiff) (fill) <br />CL <br />15.0 <br />AU <br />w=12.7%, LL=26, <br />2'-3' <br />PI=9 <br />MC <br />' S0 <br />2-6-4 <br />w=12.0%, LL=33, <br />5 <br />.0-5. <br />(10) <br />PI=15 <br />8647.4 <br />(CL) low plasticity Tan -brown gravelly sandy silty Clay (very dense) (fill) <br />CL <br />9.5 <br />8642.9 <br />MC <br />25 <br />16-41 <br />10 <br />ALIw=4.7% <br />•'S� <br />(GW) Tan silty fine sandy Gravel (very dense) <br />GW <br />'! <br />~. <br />13.0 <br />8639.4 <br />Refusal at 13.0 feet. <br />Bottom of borehole at 13.0 feet. <br />