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Huddleston -Bevy Engineering R. Testing, LLC BORING NUMBER BH -17 <br />610 White Avenue, Unit B <br />Grand Junction, CO 81501 PAGE 1 OF 1 <br />970- 255 -8005 <br />970 - 255.6818 <br />CLIENT River City Consultants PROJECT NAME New Elk Mine <br />PROJECT NUMBER 00456 -0004 PROJECT LOCATION Trinidad CO <br />DATE STARTED 815!10 COMPLETED 815110 GROUND ELEVATION HOLE SIZE 4 -inch <br />DRILLING CONTRACTOR S. McKracken GROUND WATER LEVELS: <br />DRILLING METHOD Simeo 2000 Trade Rig Q AT TIME OF DRILLING 9.5 ft <br />LOGGED BY MAB CHECKED BY MAB 1 AT END OF DRILLING 9.5 ft <br />NOTES AFTER DRILLING -- - <br />ATTERBERG <br />F <br />z <br />s0 <br />�w <br />o <br />�o <br />�= <br />w <br />a- <br />W o <br />°ch <br />LIMITS <br />0-O <br />MATERIAL DESCRIPTION <br />uj g <br />W a <br />OJ z, a <br />Cei X3 <br />z �i <br />P z <br />o t- F t: U <br />z <br />o <br />0 <br />20 <br />Q <br />N <br />U1 <br />ac <br />a <br />cc <br />c <br />u <br />J <br />g <br />Z <br />0 <br />a <br />u <br />SAND, GRAVEL, CLAY, SHALE, COAL (FILL), brown to black, <br />moist, medium dense <br />Sandy Lean CLAY (CL), brown, dry to moist, medium stiff <br />SS <br />44 <br />6 -6 -7 <br />1 <br />(13) <br />GB1: Lab Classified <br />GB <br />11 <br />30 <br />17 <br />13 <br />68 <br />1 <br />5 <br />1 <br />83 <br />4�) <br />79 <br />10 <br />• �` <br />Sandy GRAVEL (9w), brown, moist to wet, medium dense to very <br />dense <br />SS <br />67 <br />10 -7-4 <br />2 <br />(11) <br />10 <br />, <br />r <br />w f► <br />L SS <br />fit <br />12 -17 -17 <br />.'• <br />3 <br />(34) <br />�'. <br />Bottom of hole at 15.0 feet. <br />C <br />u <br />LL <br />a <br />v <br />8 <br />