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2010-04-26_PERMIT FILE - C1980007A (6)
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2010-04-26_PERMIT FILE - C1980007A (6)
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Last modified
8/24/2016 4:08:44 PM
Creation date
6/28/2010 2:18:58 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
4/26/2010
Doc Name
Boring Logs
Section_Exhibit Name
Exhibit 82 Appendix A
Media Type
D
Archive
Yes
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• <br />• <br />0 <br />0 <br />N <br />0 <br />z <br />s <br />0 0 <br />W <br />Barr Engineering Company <br />4700 West 77th Street <br />BARR Minneapolis, MN 55435 -4803 LOG OF BORING B -1 <br />� Sheet 1 of 3 <br />Project: Proposed RPE Expansion <br />Location: West Elk Mine, Somerset, <br />Client: Mountain Coal Company <br />CO <br />Barr Project Number: 06/261003 <br />STANDARD PENETRATION <br />NATURAL DRY <br />TEST DATA <br />DENSITY <br />w <br />o <br />0 <br />M <br />N in blows/ft O <br />(pcf) <br />w <br />MATERIAL DESCRIPTION <br />0 <br />a <br />> 0 <br />10 20 30 40 <br />105 115 125 <br />• <br />� <br />(ASTM D2488) <br />F of <br />° <br />SHEAR STRENGTH, ksf <br />Water Content, % <br />Lu <br />C7 <br />E <br />N <br />O X UC n, TV W <br />WP W WL <br />M <br />VS & VSR O <br />Surface Elev.: 6192.2 <br />1 2 3 4 <br />20 40 60 <br />0 <br />CLAY (CL -CH) Light -dark grey slightly moist clay with sand, <br />gravel and roots. Black carbonaceous zones. <br />6190 <br />5 <br />16 <br />T1 <br />6185 <br />I <br />I <br />I <br />I <br />10 <br />CLAY (CL -CH) Medium -dark brown moist clay with silt, sand 10.0 <br />I <br />I <br />19 <br />and sandstone/granite gravel. <br />19 <br />6180- <br />/ <br />/ <br />15 <br />GRADED SAND (SW) Brownish -red slightly moist sand <br />111 11 <br />0 <br />10 <br />A WELL <br />w;th dark grey lenses. 1 15.7 <br />LEAN CLAY (CL) Medium brown/grey slightly moist lean day <br />6175 <br />with red and orange day inclusions. <br />20 <br />50/ <br />SILTY SAND WITH GRAVEL (SM) Light brown very fine 20.0 <br />.` <br />grained slightly moist silty sand with red sandstone gravel. <br />1 <br />,@50/1 <br />SANDSTONE Red and tan /grey sandstone. 21.5 <br />6170 <br />39% <br />25 <br />6165 <br />24% <br />30 <br />Continued Next Page <br />Completion Depth: 75.0 <br />Remarks: <br />Date Boring Started: 6/25/09 <br />Date Boring Completed: 6/25/09 <br />SAMPLE TYPES <br />WATER LEVELS <br />Logged By. BWL <br />Drilling Contractor: Haztech <br />Drilling Method: HSA/CORE <br />Auger Cutting ,Shelby Tube <br />While Drilling: <br />Northing: 403263.5 <br />®Split Spoon n Rock Core <br />End of Drilling: <br />Eastin : 1450468.5 <br />hrs After Drilling: DRY <br />I ne stratmcation lines represent appro)amate boundaries. The transition may be gradual. <br />
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