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• <br />• <br />J <br />Huddleston -Berry Engineering & Testing, LLC BORING NUMBER BH -18R <br />640 White Avenue, unit B PAGE 1 OF 1 <br />Grand Junction, CO 81501 <br />11J` <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 8/5/10 COMPLETED 8/5/10 GROUND ELEVATION HOLE SIZE 4 -inch <br />DRILLING CONTRACTOR S. McKracken GROUNDWATER LEVELS: <br />DRILLING METHOD Simco 2000 Track Rig Q AT TIME OF DRILLING 15.511 <br />LOGGED BY MAB CHECKED BY MAB 1 AT END OF DRILLING 15.5 ft <br />NOTES AFTER DRILLING -- - <br />: ATTERBERG <br />a <br />o <br />z <br />w o <br />Uj <br />LIMITS <br />w <br />e3 t- <br />v <br />U <br />a. p <br />MATERIAL DESCRIPTION <br />a <br />� <br />-j CO <br />r <br />CY <br />�tnw <br />o¢ <br />n w <br />ti Y! <br />Z R <br />cc <br />Z <br />9 <br />v o <br />W <br />�� <br />FL :3 <br />W <br />oa <br />in o> <br />uz <br />�" <br />}" <br />oz <br />v2 <br />tj —g <br />z <br />o <br />� z <br />a <br />o <br />�v <br />_, _,gzi <br />g. <br />g— <br />z <br />0 <br />SAND, GRAVEL, CLAY, COAL (FILL), brown to black, dry, <br />medium dense <br />SS <br />50 <br />8 -7 -7 <br />1 <br />(14) <br />5 <br />GB <br />1 <br />11 <br />32 <br />17 <br />15 <br />54 <br />SS <br />56 <br />5-4 -7 <br />2 <br />(11) <br />10 <br />Sandy Lean CLAY (clq, brown, moist to wet, soft to stiff <br />3s <br />100 <br />(15) <br />SS <br />83 <br />0 -1 -2 <br />15 <br />4 <br />(3) <br />20 <br />SS <br />5 <br />33 <br />1 -2-4 <br />(6) <br />u Sandy GRAVEL (gw), brown, wet, dense to very dense <br />.� <br />25 <br />• 6 <br />Bottom of hole at 25.0 feet. <br />c� <br />x <br />LU <br />3 -1 <br />W <br />z <br />A <br />