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• <br />.7 <br />.. ,\ }luddleston- BeryEngineering &Testing, LLC BORING NUMBER BH <br />640 White Avenue, Unit B -14 <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 Simco 2000 Track Rig Q AT TIME OF DRILLING 13.5 ft <br />LOGGED BY MAB CHECKED BY MAB TAT END OF DRILLING 13.5 ft <br />NOTES AFTER DRILLING - -- <br />v <br />} <br />w <br />w <br />wo <br />ATTERBERG <br />LIMITS <br />t- <br />W <br />W <br />uj <br />a <br />W <br />Q a <br />MATERIAL DESCRIPTION <br />0.g <br />o a <br />m j <br />Y <br />' <br />y <br />o F- <br />�� <br />r t_- <br />U <br />U <br />oC <br />W <br />c�z <br />2v <br />cY� <br />�� <br />� <br />z <br /><z <br />a <br />o <br />n <br />g <br />o <br />a <br />u. <br />Clayey SAND with Gravel (SC), brown, moist, loose to medium <br />dense <br />SS <br />44 <br />4 -9 -8 <br />1 <br />(17) <br />5 <br />SS2: Lab Classified <br />2 <br />83 <br />2 (6) 3 <br />12 <br />31 <br />18 <br />13 <br />42 <br />10 <br />0 <br />a <br />L 8 3 <br />89 <br />3-3 -9 <br />(12) <br />•� <br />Sandy GRAVEL (gw), brown, wet, dense to very dense <br />z <br />� <br />� r <br />4 u <br />� <br />15 <br />"' <br />' <br />SS <br />50 <br />9 - 9 - 25 <br />4 <br />(34) <br />' <br />. IL' <br />5 <br />W SS <br />75 <br />28 -31 <br />�' <br />0 <br />U <br />• <br />�' <br />m <br />r <br />Bottom of hole at 18.5 feet. <br />U <br />9 <br />O <br />w <br />O <br />