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z <br />0 <br />m <br />Barr. Engineering Company <br />4700 West 77th Street <br />BARR Minneapolis, MN 55435 -4803 LOG OF BORING B -8 <br />Sheet 1 of 2 <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 />a <br />TEST DATA <br />DENSITY <br />w <br />o <br />\ <br />N in blows /ft @ <br />(pcf) it <br />w <br />MATERIAL DESCRIPTION <br />ii <br />> 0 <br />10 20 30 40 <br />105 115 125 <br />°— <br />w <br />a <br />(ASTM D2488) <br />z <br />a <br />`� <br />C, <br />z o <br />d <br />O <br />°� <br />d $ <br />SHEAR STRENGTH, ksf <br />Water Content, % <br />W <br />O <br />E <br />to <br />Q X UC A TV )K <br />WP WN WL <br />co <br />VS n VSR O <br />Surface Elev.: 6779.3 <br />1 2 3 4 <br />20 40 60 <br />0 <br />CLAY (CL -CH) Medium brown slightly moist clay with silt, sand <br />and gravel and rock fragments. <br />6775 <br />5 <br />@Q3 <br />13 <br />♦ <br />6770 <br />10 <br />50/ <br />SILTSTONE Light red very fine re siltstone. 10.0 <br />9 grey dry ry grey <br />X X <br />50/1 <br />X X <br />X x <br />1 <br />>>@ <br />X x <br />X x <br />X X <br />/ <br />/ <br />X X <br />X X <br />/ <br />/ <br />6765 <br />X X <br />X X <br />x x <br />15 <br />X X <br />CLAY (CL -CH) Medium brown wet clay with silt, sand and gravel 15.0 <br />and roots. <br />6 <br />° <br />6760 <br />20 <br />SILTSTONE Medium brown /grey 20.0 <br />X X <br />X X <br />46 <br />X X <br />X X <br />X X <br />X X <br />X X <br />\ <br />6755 <br />X x <br />X X <br />X X <br />x X <br />X x <br />25 <br />X X <br />> *1 1 1 <br />50/4 <br />X X <br />50/ <br />X X <br />X X <br />X X <br />4 <br />SANDSTONE Light - medium grey sandstone interbedded with 27.0 <br />siltstone. <br />6750 <br />30 <br />Continued Next Page <br />Completion Depth: 35.0 <br />Remarks: <br />Date Boring Started: 6/24/09 <br />Date Boring Completed: 6/24/09 <br />SAMPLE TYPES <br />WATER LEVELS <br />Logged By. BWL <br />Drilling Contractor: Haztech <br />Drilling Method: HSA/CORE <br />m Auger Cutting ,Shelby Tube <br />While Drilling: <br />Northing: 401418.0 <br />N Split Spoon n Rock Core <br />End of Drilling: <br />Eastin : 1450558.8 <br />hrs After Drilling: DRY <br />i ne stratincation lines represent appro)amate boundaries. The transition may be gradual. <br />