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BORING NUMBER RWB-01 <br />tit o <br />PAGE 1 OF 1 <br />.cat <br />Mining Corporation <br />%W <br />11"Ah.f;;., VAYTO"? <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 8636.22 ft HOLE SIZE 6.75 in <br />DRILLING CONTRACTOR Enviro-Drill <br />GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger 2.75 ' ID <br />�_Z AT TIME OF DRILLING 13.50 ft / Elev 8622.72 ft <br />LOGGED BY David McLay, P.E. <br />CHECKED BY J. Erich Rauber, P.E. AT END OF DRILLING -- No water level measurement taken <br />NOTES <br />AFTER DRILLING --- No water level measurement taken <br />CL <br />-� <br />v <br />m <br />w <br />> <br />� z Z) <br />Q <br />TESTS <br />AND <br />= O <br />Q O <br />MATERIAL DESCRIPTION <br />w <br />a Z) <br />O <br />m O> <br />REMARKS� <br />2Z <br />Q <br />UZ <br />0 <br />W <br />of <br />0 <br />(SW -SM) Brown to Tan -brown silty fine Sand (medium to loose) (fill) <br />-IFAU <br />w=12.3% <br />4-5q-CT44 <br />11-7-6 <br />w=5.4%, <br />5 <br />(13) <br />DD=104.6 pcf <br />SW_ <br />SM <br />MCMC <br />72 <br />7-4-4 <br />w=7.9%, <br />10 <br />• <br />(8) <br />DD=105.8 <br />i <br />a <br />Rounded Cobbles <br />14.0 <br />8622.2 <br />8-6-6 <br />t. 'R <br />�' •1: <br />(GW) Brown Sandy gravel and cobbles (medium) (rounded) <br />15CMC <br />11 <br />(12) <br />at 14' <br />o <br />a <br />z <br />GW <br />i •1. <br />N <br />WLL <br />.. <br />M <br />SS <br />22 <br />11-9-6� <br />< 20 <br />(15) <br />20.0 <br />8616.2 <br />o <br />Bottom of borehole at 20.0 feet. <br />_a <br />U <br />m <br />N <br />O_ <br />N <br />N <br />M <br />F- <br />m <br />5 <br />0 <br />r <br />z <br />J <br />J <br />W <br />a <br />H <br />x <br />m <br />J <br />Q <br />W <br />W <br />Z <br />W <br />C7 <br />