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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 2 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 6 STANDARD PENETRATION NATURAL DRY <br /> U7 TEST DATA DENSITY <br /> o N in blows/ft O (pcf) <br />o s MATERIAL DESCRIPTION > 0 10 20 30 40 100 110 120 <br /> z <br /> (ASTM D2488) a <br />o <br /> 0 T d F- o SHEAR STRENGTH, ksf Water Content, % <br />Ltl E CA Op X UC A TV )K Wp WN WL <br /> W VS A VSR O <br /> 1 2 3 4 20 40 60 <br /> 30 LEAN CLAY (CL) Dark grey-black clay with siltstone and 30.0 <br /> coal clasts. Some mudstone gravel. Moist. 11 11 <br />I <br />I <br /> <br /> <br /> <br />25- <br /> <br />- <br />5- I <br />I <br />I <br />6 3 I <br /> 15 <br />I <br />I <br />qi <br /> <br /> <br />6220- -40- <br /> p23 <br /> 23 1 <br />I <br /> <br />6215- <br />-45- I <br /> <br /> 16 <br />Q1 <br />I <br />I <br /> <br /> <br /> <br />210- <br /> <br /> <br />50- I <br />I <br />I <br /> <br /> 19 19 <br /> <br /> <br /> <br /> <br /> <br />6205- -55- 6205.0 \ <br /> WELL GRADED GRAVEL (GW) Siltstone gravel >1.5' with 55.0 <br />l <br />l f <br />d <br />D <br />•?• <br />32 <br /> some c <br />ay an <br />coa <br />ragments. <br />ry-slightly moist. 32 0 <br /> <br /> <br /> <br /> <br /> <br /> <br />4 <br />•'• 1 <br />6200 60 6200.0 1 <br /> Continued 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 />A <br />C <br />tti <br />,Sh <br />lb <br />T <br />b While Drilling: <br />Drilling Method: HSA uger <br />ng <br />y <br />u <br />e <br />u <br />e <br /> <br />® Split Spoon H Rock Core End of Drilling: <br /> hrs After Drilling: <br />I ne stratitication lines represent approximate boundaries. The transition may be gradual.