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BORING NUMBER RWB-02 <br /> A'AL Wildcat PAGE 1 OF 1 <br /> Mining Corporation <br /> 4^uMn(:.ryron:vJr!"4'(YB <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 8652.42 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 --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 AFTER DRILLING ---No Free Water Encountered <br /> wa. <br /> o <br /> = F W if F q U <br /> w _1 g > _j�Q TESTS C6 a 0 MATERIAL DESCRIPTION <br /> p QZ W mOZ <br /> 0 <br /> (CL)low plasticity Brown silty Clay(stiff)(fill) <br /> AU w=12.7%,LL=26, CL <br /> 2'-3' PI=9 <br /> MC 2-6-4 w=12.0%,LL=33, <br /> 5 .0'-5. , 50 (10) PI=15 5.0 <br /> 8647.4 <br /> (CL)low plasticity Tan-brown gravelly sandy silty Clay(very dense)(fill) <br /> CL <br /> MC 25 16-41 <br /> 10 9.5 8642.9 <br /> (GW)Tan silty fine sandy Gravel(very dense) <br /> ALIOL <br /> 0'-11 w=4.7% <br /> GW � '16: <br /> c? <br /> } 44L <br /> 0 13.0 8639.4 <br /> Refusal at 13.0 feet. <br /> Bottom of borehole at 13.0 feet. <br /> r- <br /> U <br /> W <br /> O <br /> K <br /> a <br /> z <br /> z <br /> rn <br /> w <br /> J <br /> LL <br /> 0 <br /> a_ <br /> U <br /> N <br /> O <br /> O <br /> N <br /> r <br /> N <br /> (7 <br /> H <br /> m <br /> g <br /> 0 <br /> z <br /> J <br /> J <br /> W <br /> a <br /> x <br /> m <br /> J <br /> W <br /> Z <br /> W <br /> C7 <br />