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• <br />U <br />e <br />Y <br />E <br />LL <br />3 <br />z <br />Z <br />O <br />2 <br />5 <br />Huddleston -Berry Engineering &Testing BORING NUMBER BH•12 <br />640 White Avenuc, Unit B <br />' PAGE 1 OF 1 <br />Grand Junction, CO 81501 <br />970- 255 -8005 <br />_ <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 8/5110 GROUND ELEVATION HOLE SIZE 4 -Inch <br />DRILLING CONTRACTOR S. McKracken GROUND WATER LEVELS: <br />DRILLING METHOD Simco 2000 Track Rig AT TIME OF DRILLING dry <br />LOGGED BY MAB CHECKED BY MAB AT END OF DRILLING dry <br />NOTES AFTER DRILLING -- - <br />ATTERBERG <br />t- <br />U <br />o <br />� <br />} <br />w <br />w <br />o. <br />w e <br />LIMITS <br />zw <br />z <br />O <br />MATERIAL DESCRIPTION <br />w <br />CK <br />0 <br />S <br />z <br />ul <br />C <br />~ <br />P H <br />v <br />U e <br />Q) <br />a <br />Z <br />o <br />U <br />Co mU <br />Y <br />v <br />} <br />N <br />0 2 <br />ty <br />� <br />0 <br />N <br />w <br />o <br />a <br />x <br />o <br />�o <br />v <br />�-+ <br />a-� <br />g? <br />w <br />0.0 <br />a <br />u. <br />Sandy Lean CLAY with Gravel, Wood, etc. (FILL), brown to black, <br />moist, medium dense <br />2.5 <br />MC <br />50 <br />5 -6 -7 <br />1 <br />(13) <br />GB <br />1 <br />7 <br />34 <br />18 <br />16 <br />51 <br />5.0 <br />SS <br />67 <br />21 -12 -13 <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />1 <br />(25) <br />44 <br />Sandy GRAVEL (gw), Ian to brown, dry to moist, medium dense <br />6 <br />---------------------------- <br />SHALE, brown, soft, highly weathered <br />7.5 <br />SS <br />2 <br />100 <br />28- 50/5" <br />10.0 <br />_Auger Refusal at 11.0 ft" <br />Bottom of hole at 11.0 feet. <br />