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BORING NUMBER RWB-01 <br /> Wilbcat PAGE 1 OF 1 <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 8636.22 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 13.50 ft/Elev 8622.72 ft <br /> LOGGED BY David McLay,P.E. CHECKED BY J.Erich Rauber,P.E. AT END OF DRILLING ---No water level measurement taken <br /> NOTES AFTER DRILLING ---No water level measurement taken <br /> W o <br /> _ w Of �r D TESTS =c7 <br /> a w j O Q AND U a 0 MATERIAL DESCRIPTION <br /> Wo v a-z 00 m O z REMARKS J <br /> a W <br /> 0 <br /> (SW-SM)Brown to Tan-brown silty fine Sand(medium to loose)(fill) <br /> AU w=12.3% <br /> MC 11-7-6 w=5.4%, <br /> 5 .5'-5. ' 44 (13) DD=104.6 pcf <br /> SW- <br /> SM <br /> MC 7-4-4 w=7.9%, <br /> 10 2'-9• 72 (8) DD=105.8 <br /> a <br /> o Rounded Cobbles 14.0 8622.2 <br /> 15 MC 11 12� at 14' 4 (GW)Brown Sandy gravel and cobbles(medium)(rounded) <br /> W <br /> '�. <br /> 0 1. <br /> a <br /> a <br /> z GW �. <br /> w •�•• <br /> J R <br /> VSS <br /> 22 11-9-6 <br /> < 20 (15) 11. 20.0 8616.2 <br /> Bottom of borehole at 20.0 feet. <br /> 0 <br /> a_ <br /> U <br /> m <br /> N <br /> O <br /> N <br /> N <br /> C'f <br /> F- <br /> m <br /> Q <br /> J <br /> F- <br /> H <br /> Z_ <br /> (7 <br /> J <br /> W <br /> 3 <br /> a <br /> x <br /> m <br /> W <br /> w <br /> z <br /> w <br />