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2009-11-08_PERMIT FILE - C1980007
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2009-11-08_PERMIT FILE - C1980007
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Last modified
8/24/2016 3:56:51 PM
Creation date
12/2/2009 2:01:45 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
11/8/2009
Doc Name
Coal Preparation Plan and Associated Coal Handling Facilities
Section_Exhibit Name
Exhibit 81
Media Type
D
Archive
No
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Barr Engineering Company <br />4700 W 77th St. Suite 200 LOG OF BORING SB09-12 <br />BARR Edina, MN 55435 <br />Sheet 1 of 4 <br />Project: Proposed Coal Handling Location: West Elk Mine, Somerset, Client: Mountain Coal Company <br />Facilities CO <br /> Barr Project Number: 06/261004 STANDARD PENETRATION NATURAL DRY <br /> a? TEST DATA DENSITY <br /> o CC C \ N in blows/ft o0 (pof) <br /> MATERIAL DESCRIPTION 0 a co <br />0 <br />10 20 30 ao <br />100 110 120 <br /> ?:' <br />o z <br /> a . 1 <br />(ASTM D2488) F <br />-7 <br />> 0 a) I <br />L STRENGTH, ksf Water Content, % <br />LU E cn Op X UC A TV )K WP WN WL <br /> <br /> <br />0 fn <br />Surface Elev.: 6260.0 VS A VSR O <br />1 2 3 a 9 <br />20 ao so <br /> CLAY (CL-CH) Brown, sand, gravel and silt. Slightly moist. <br />2 <br /> 14 R1 H <br /> <br /> 6257.5 <br /> COAL Black, mixed coaly gravel and silt with occasional 2.5 <br />vitrain clasts. <br />28 \ <br />8 <br /> / <br />6255 5 <br /> <br /> 17 (oi 7 <br /> ______ __________________ 6252.5 <br /> COAL Black, mixed coaly gravel and silt. Silt zones up to 2" 7.5 <br /> thick and siltstone clasts >15'. Moist and dry zones with wet 17 0 7 <br /> zones up to 3" thick. <br />6250- -10- <br /> <br /> 31 <br />31 <br /> <br /> <br /> <br /> 19 f <br /> \ <br />6 <br />245 <br />15 \ <br /> <br /> 33 0 33 <br /> <br /> <br /> <br /> <br />6240 20 -- ----- - -- -- 6240.0 / <br /> COAL Black, mixed coaly gravel and silt. Layers of fat clay 20.0 <br />" <br />" <br />? <br /> up to 3 <br />thick. Dry with moist zones. Wet zones up to 2 22 22 <br /> thick. IJ <br /> <br /> <br /> <br /> <br />6235- -25- <br /> <br /> 1 <br />I <br />I <br />6230 <br /> <br /> <br />0 <br /> <br /> <br />230.0 I <br />I <br />I <br /> on inue e a e <br />Completion Depth: 82.0 Remarks: <br />Date Boring Started: 6/29/09 <br />Date Boring Completed: 6/29/09 <br />Logged By: BWL SAMPLE TYPES WATER LEVELS <br />Drilling Contractor: Haztech <br />Drillin <br />Method <br />HSA Auger Cutting , Shelby Tube While Drilling: <br />g <br />: <br />® Split Spoon n Rock Core End of Drilling: <br /> hrs After Drilling: <br />i he stratitication Imes represent approximate boundaries. The transition may be gradual.
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