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L OG OF EXPL ORA TOR Y DRILLING - BOREHOLE BG05- 01 <br />SURFACE ELEVATION: Approx. 6,058 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: East side of gob platform (N19351 E37846) <br />30 ° <br />35 <br />M <br />45 <br />50 <br />55 <br />.0 <br />SOIL DESCRIPTION <br />moist, firm to hard, moderate brown, sandy lean CLAY to <br />clayey SAND, little to some gravel; depth of contact is <br />approximate (28.5 -40) [NATIVE SOIL] <br />end of borehole at 40' <br />installed vibrating wire piezometer VWP -01 (s /n 82412) to <br />"AE" 28 40 28.5' <br />FIELD & LABORATORY <br />TEST RESULTS <br />PAGE <br />2 <br />OF 2 <br />tNVESTiGA77ON BRB SD <br />BOWIE RESOURCES LIMITED <br />BOWIE NO. 2 GOB PILE <br />DELTA COUNTY, COLORADO <br />� <br />fl <br />DRAFTING BRB <br />DA FE 6116105 <br />Civil, Structural, and Geotechnical Engineer:, Inc. <br />222 South Park Avenue <br />Montrose, Colorado 81401 <br />Phone (970) 249.6829 Fax (970) 249-0945 <br />W <br />Z <br />U <br />���JJJiiilll <br />z <br />::;5 <br />U <br />W <br />a <br />a <br />m <br />ti <br />} <br />GS -3 <br />EG" <br />9 <br />6 <br />SOIL DESCRIPTION <br />moist, firm to hard, moderate brown, sandy lean CLAY to <br />clayey SAND, little to some gravel; depth of contact is <br />approximate (28.5 -40) [NATIVE SOIL] <br />end of borehole at 40' <br />installed vibrating wire piezometer VWP -01 (s /n 82412) to <br />"AE" 28 40 28.5' <br />FIELD & LABORATORY <br />TEST RESULTS <br />PAGE <br />2 <br />OF 2 <br />tNVESTiGA77ON BRB SD <br />BOWIE RESOURCES LIMITED <br />BOWIE NO. 2 GOB PILE <br />DELTA COUNTY, COLORADO <br />fl <br />DRAFTING BRB <br />DA FE 6116105 <br />Civil, Structural, and Geotechnical Engineer:, Inc. <br />222 South Park Avenue <br />Montrose, Colorado 81401 <br />Phone (970) 249.6829 Fax (970) 249-0945 <br />JOB NO. 05- 126 -GEO <br />