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LOG OF EXPL ORA TORY DRILLING - BOREHOLE BG05- 03 <br />SURFACE ELEVATION: Approx. 6,063 feet at time of drilling DRILL STEM: 4.25" solid stem auger <br />DRILLER: McCracken Drilling SAMPLER: California Split Spoon <br />DRILL RIG: SIMCO 2800 H.S. INCLINATION: Vertical <br />LOCATION: West side of gob platform (N19287 E37355) <br />LU <br />30 in <br />d <br />35 (� <br />a <br />40 <br />45 <br />50 <br />55 <br />Uj <br />ic <br />IKE <br />co <br />SOIL DESCRIPTION <br />9 <br />moist, stiff, moderate brown, sandy CLAY with gravel <br />(29 -40) [NATIVE SOIL] <br />sandstone in sampler shoe, likely a boulder (40) <br />[NA TI VE SOIL] <br />GS-11 5016" 100 end of borehole at 40' <br />installed vibrating wire piezometer VWP -04 (s /n 82413) to 15' <br />FIELD & LABORATORY <br />TEST RESULTS <br />PAGE <br />2 <br />OF 2 <br />INVESTIGATION BRB <br />BOWIE RESOURCES LIMITED <br />BOWIE NO. 2 GOB PILE <br />DELTA COUNTY, COLORADO <br />� <br />f2 <br />Z <br />e ' GEOTECH <br />DRAFTING BRB <br />u, <br />U <br />✓08 NO. 05- 126 —GEO <br />Z <br />L4 <br />� <br />CL <br />m <br />rn <br />GS -10 <br />4 <br />"IIN" <br />4 <br />0 <br />5 <br />d <br />35 (� <br />a <br />40 <br />45 <br />50 <br />55 <br />Uj <br />ic <br />IKE <br />co <br />SOIL DESCRIPTION <br />9 <br />moist, stiff, moderate brown, sandy CLAY with gravel <br />(29 -40) [NATIVE SOIL] <br />sandstone in sampler shoe, likely a boulder (40) <br />[NA TI VE SOIL] <br />GS-11 5016" 100 end of borehole at 40' <br />installed vibrating wire piezometer VWP -04 (s /n 82413) to 15' <br />FIELD & LABORATORY <br />TEST RESULTS <br />PAGE <br />2 <br />OF 2 <br />INVESTIGATION BRB <br />BOWIE RESOURCES LIMITED <br />BOWIE NO. 2 GOB PILE <br />DELTA COUNTY, COLORADO <br />e ' GEOTECH <br />DRAFTING BRB <br />DA TE 6117105 <br />cml, Structural, and Geotechnical Engineers, Inc. <br />222 South Park Avenue <br />Montrose, Colorado 81401 <br />Phone (970) 2498828 Fax (970) 249-0945 <br />✓08 NO. 05- 126 —GEO <br />