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qBORING <br />NUMBER RWB-06 <br />�I i jca't <br />PAGE 1 OF 1 <br />AL Mining Corporation <br />4 P"J* f na; r'. IN VON <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 1/19/12 <br />GROUND ELEVATION 8682.21 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. CHECKED BY J. <br />Erich Rauber, P.E. <br />AT END OF DRILLING --No Free Water Encountered <br />NOTES Third offset; first refusal 4 feet, second 0.5 feet <br />AFTER DRILLING --- No Free Water Encountered <br />}a} <br />U) <br />U <br />EL <br />g <br />> <br />D Q <br />TESTS <br />S <br />0_0 <br />MATERIAL DESCRIPTION <br />p <br />mOz <br />J <br />Qz <br />W <br />c(7 <br />U) <br />� <br />(ML) Brown clayey sandy Silt with cobbles (angular) <br />ML <br />(CL) low plasticity Tan -brown fine gravelly sandy silty Clay (hard) <br />MC 16-31- w=8.6%, <br />69 1 A� -1 1 -1-4 ! <br />AU I I I w-7.5%, LL=25, <br />;'-7' P1=1 11 <br />CL <br />HMC 1 94 1 10-31- <br />41/5' <br />MCj 100 12-20- w=10.2%, <br />41/3" DD=129.5 pcf GW <br />(GW) Tan -brown coarse to fine sandy Gravel (very dense) <br />rock <br />Refusal at 17.5 feet. <br />Bottom of borehole at 17.5 feet. <br />