Laserfiche WebLink
BORING NUMBER RWB-02 <br /> s" Cat <br /> PAGE 1 OF 1 <br /> P° 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 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 McLay,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 /> a <br /> }of to W U <br /> I- _ <br /> dW g w 0 j Q TESTS Q O MATERIAL DESCRIPTION <br /> Q J <br /> �z Ov mOz c�7 <br /> U] � <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 /> q�MMC 50 2-6-4 w=12.0%,LL=33, <br /> 5 .0-5. ' (10) PI=15 5.0 8647.4 <br /> pI (CL)low plasticity Tan-brown gravelly sandy silty Clay(very dense)(fill) <br /> CL <br /> MC 25 16-41 g 5 8642.9 <br /> 10 (GW)Tan silty fine sandy Gravel(very dense) <br /> AU w=4.7% `~ <br /> ALq_0 GW .1. <br /> � w <br /> 13.0 8639.4 <br /> 'a Refusal at 13.0 feet. <br /> Bottom of borehole at 13.0 feet. <br /> V) <br /> U <br /> W <br /> O <br /> Cf <br /> a <br /> F <br /> z <br /> V) <br /> W <br /> LL <br /> Q <br /> a_ <br /> U <br /> m <br /> N <br /> O <br /> N <br /> N <br /> (7 <br /> H <br /> tl1 <br /> Q <br /> J <br /> O <br /> F- <br /> Z <br /> U' <br /> J <br /> J <br /> W <br /> 3 <br /> a <br /> F- <br /> x <br /> m <br /> J <br /> W <br /> Z <br /> W <br />