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2011-09-30_PERMIT FILE - C1980007A (6)
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2011-09-30_PERMIT FILE - C1980007A (6)
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Last modified
10/27/2016 10:56:38 AM
Creation date
11/28/2012 10:11:44 AM
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
9/30/2011
Doc Name
Boring Logs
Section_Exhibit Name
Exhibit 82 Appendix A
Media Type
D
Archive
Yes
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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 />a? <br />o� <br />o <br />-a <br />N in blows /ft ® <br />(pcf) �t <br />w <br />MATERIAL DESCRIPTION <br />n <br />> 0 <br />10 20 30 40 <br />105 115 125 <br />(ASTM D2488) <br />a <br />F <br />o <br />SHEAR STRENGTH, ksff <br />Water Content, % <br />uJ <br />O <br />E <br />N <br />Qp X UC A TV X <br />WP WN WL <br />VS A 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 />Q1 <br />6185-- <br />I <br />I <br />I <br />I <br />-10-- <br />CLAY (CLZI) 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 />I <br />I <br />15 <br />WELL GRADED SAND (SW) Brownish -red slightly moist sand <br />10 <br />10 <br />wrath dark grey lenses. 15.7 <br />LEAN CLAY (CL) Medium brown /grey slightly moist lean day <br />6175 <br />with red and orange clay inclusions. <br />20 <br />50/ <br />SILTY SAND WITH GRAVEL SM Light brown very fine 20.0 <br />( ) 9 ry <br />50/1 <br />grained slightly moist silty sand with red sandstone gravel. <br />1 <br />SANDSTONE Red and tan /grey sandstone. 21.5 <br />6170 <br />39% <br />25 <br />6165 <br />:: <br />24% <br />30 <br />Continued Next Pace <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 />m Auger Cutting 'Shelby Tube <br />While Drilling: <br />Drilling Contractor: Haztech <br />Drilling Method: HSA/CORE <br />Northing: 403263.5 <br />® Split Spoon a Rock Core <br />End of Drilling <br />Eastin : 1450468.5 <br />hrs After Drilling: DRY <br />9� <br />the stratification lines represent appropmate boundaries. The transition may be gradual. <br />
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