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• <br />• <br />0 <br />Huddleslon -Berry Engineering & Testing, LLC BORING NUMBER Jansen BH-1 <br />` °. 640 White Avenue, Unit B PAGE 1 OF 1 <br />g Grvid !unction, 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 816110 COMPLETED 816/10 GROUND ELEVATION BOLE 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 13Y MAS AT END OF DRILLING dry <br />NOTES AFTER DRILLING -- <br />ATTERBERG <br />t- <br />tu <br />�° <br />z <br />W <br />W <br />LIMITS <br />W <br />o <br />S? <br />a <br />V <br />zo <br />o <br />t-W <br />m <br />>- <br />wQ <br />GY <br />deli <br />�z� <br />a� <br />~ <br />c <br />z <br />; <br />v <br />O <br />MATERIAL DESCRIPTION <br />aD <br />> <br />OS <br />O�¢ <br />Y! <br />W <br />H <br />t F - <br />U <br />V <br />Q" <br />0 <br />adz <br />W <br />mo> <br />0 <br />t Y � -- <br />Of <br />az <br />z <br />w <br />O <br />2O <br />v <br />:3 <br />n. <br />3 - <br />z <br />0 <br />U) <br />0: <br />a <br />o <br />a <br />it <br />CLAY with abundant Shale fragments (FILL), reddish brown, dry to <br />moist, stiff <br />MC <br />72 <br />1 12 -13-13 <br />98 <br />9 <br />1 <br />(26) <br />5 <br />SS <br />44 <br />6 -9 -11 <br />1 <br />(20) <br />------------------------------ <br />Silty SAND (SM), brown, dry, loose <br />10 <br />SS2: Lab Classified <br />3 ( 5) 3 <br />ZS <br />67 <br />7 <br />22 <br />20 <br />2 <br />35 <br />15 <br />Sandy GRAVEL with Silty Send Layers (gw), brown, dry to moist, <br />S3S <br />89 <br />8-18-19 <br />3' 9 <br />• ', <br />medium dense to dense <br />20 <br />• <br />4S <br />83 <br />1235) 1 <br />�a <br />i� <br />i� <br />89 <br />7-7 <br />25 <br />5S <br />Bottom of hole at 25.5 feet. <br />R <br />IL' <br />LL <br />z <br />2 <br />