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d <br />BORING NUMBER RWB-05 <br />V##vvii,ocat <br />PAGE 1 OF 1 <br />Mining Corporation <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 <br />COMPLETED 1/19/12 <br />GROUND ELEVATION 8676.36 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 MCLay, P.E. <br />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 />-� <br />m <br />g <br />w <br />> <br />z � <br />Q <br />TESTS <br />AND <br />ui <br />v <br />= O <br />° O <br />MATERIAL DESCRIPTION <br />Lu v <br />o <br />O <br />CO 0> <br />REMARKS <br />zi <br />x J <br />�Z <br />W <br />UZ <br />(� <br />U <br />0 <br />(CL) Brown gravelly silty Clay (stiff) (fill) <br />CL <br />4.0 <br />8672.4 <br />MC <br />56 <br />8-6-7 <br />w=11.7%, <br />DD=102.7 <br />(SW -SM) low plasticity Tan silty fine Sand (dense) <br />5 <br />.5'-5. <br />(13) <br />SW - <br />SM <br />MC <br />58 <br />6-41 <br />w=8.8%, <br />10 <br />. <br />' <br />DD=116.5 cf <br />LL=38, PI=17 <br />a <br />12.0 <br />8664.4 <br />Refusal at 12.0 feet. <br />o <br />Bottom of borehole at 12.0 feet, <br />r <br />a <br />rn <br />U <br />W <br />O <br />a <br />F <br />z <br />c� <br />w <br />J <br />Q <br />O <br />U <br />m <br />N <br />O_ <br />N <br />N <br />M <br />r <br />0 <br />c� <br />¢i <br />m <br />0 <br />m <br />r <br />z <br />c7 <br />J <br />J <br />W <br />a <br />H <br />2 <br />m <br />J <br />Q <br />W <br />W <br />W <br />W <br />C7 <br />