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• <br />0 <br />Huddleston -Berry Engineering & Testing,LLC BORING NUMBER BH -16 <br />640 White Avenue, Unit B <br />PAGE 1 OF 1 <br />` <br />g Grand Junction, CO 81501 <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 8/5110 COMPLETED 815110 GROUND ELEVATION HOLE SIZE 4 -inch <br />DRILLING CONTRACTOR S. McKracken GROUND WATER LEVELS: <br />DRILLING METHOD Simco 2000 Track Rig VAT TIME OF DRILU14G 8.5 ft <br />LOGGED BY MAB CHECKED BY MAS 1 AT END OF DRILLING 8.5 It <br />NOTES AFTER DRILLING - -- <br />ATTERBERG <br />0- <br />o <br />z <br />W o <br />LIMITS <br />W <br />U <br />r <br />°a <br />W <br />to G <br />p j <br />a <br />~ <br />z� <br />W" <br />Z <br />W <br />C <br />MATERIAL DESCRIPTION <br />32 <br />> a <br />�g <br />Wt3 <br />n <br />rnW <br />Q <br />— C <br />1= <br />V� <br />0 <br />U� <br />k9 <br />CL <br />�X <br />() <br />co t�Z <br />Yv <br />> v <br />O2 <br />D2 <br />`g <br />5:3 <br />am <br />kn <br />to <br />W <br />nC <br />o <br />20 <br />U <br />,J <br />g <br />z <br />z <br />0 <br />a <br />SAND, GRAVEL, CLAY, SHALE, COAL (FILL), brown to black, <br />moist to wet, loose to medium dense <br />SS <br />72 <br />8 -7 -9 <br />1 <br />(16) <br />5 <br />MC <br />83 <br />5` -3 <br />79 <br />12 <br />10 <br />SILT (ml), dark brown, wet, very loose to loose <br />IS <br />F2 <br />0 <br />1 -0-1 <br />(1) <br />15 <br />SS <br />67 <br />4 -8 -12 <br />— <br />3 <br />(20) <br />• <br />Sandy GRAVEL (gw), brown, wet, medium dense to very dense <br />83 <br />24-44 <br />4S <br />Bottom of hole at 19.0 feet. <br />9 <br />19 <br />3 <br />z <br />b <br />