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2006-06-07_PERMIT FILE - C1996083
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2006-06-07_PERMIT FILE - C1996083
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Last modified
8/24/2016 3:16:26 PM
Creation date
5/1/2014 10:40:21 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Permit File
Doc Date
6/7/2006
Doc Name
02/15/2006 Gob Pile #2 Stability Evaluation TR-42 Buckhorn Geotech Inc
Section_Exhibit Name
Volume IX Coal Waste Disposal Area No. 2
Media Type
D
Archive
No
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L OG OF EXPL ORA TOR Y DRILLING - BOREHOLE BG05- 02 <br />SURFACE ELEVATION: Approx. 6,061 feet at time of drilling DRILL STEM: 4.25" solid stem auger <br />DRILLER: McCracken Drilling SAMPLER: California Split Spoon <br />DRILL RIG: SIMCO 2600 H.S. INCLINATION: Vertical <br />LOCATION: Central interior of gob platform (N19307 E37631) <br />G <br />DRAFTING BRB <br />—9 <br />Civil, Structural, and Geotechnical Engineers, Inc. <br />222 South Park Avenue <br />Montrose, Colorado 81401 <br />Phone (970) 249 -6828 Fax (970) 249-0945 <br />W <br />JOB NO. 05- 126 —GEO <br />J <br />LU <br />ED <br />z <br />° <br />Uj <br />SOIL DESCRIPTION <br />FIELD & LABORATORY <br />TEST RESULTS <br />L" a <br />LLJ <br />m <br />30 0 <br />W <br />W <br />° <br />Rx" <br />5 <br />g <br />18 <br />moist to wet, stiff, olive black with some moderate brown, <br />Sample RX (31 <br />o <br />eo" <br />7 <br />sandy CLAY with grovel to clayey GRAVEL with sand <br />DD =109.7 pcf <br />ad(30 <br />° <br />-31.5) [GOB] <br />MC =12.99 <br />35 <br />0 <br />Q <br />a <br />40 <br />GS -6 <br />8 <br />moist, very stiff <br />, olive black, sandy lean CLAY with grovel <br />Sample BC ' <br />p ( 41� <br />Nx" <br />10 <br />26 <br />to clayey GRAVEL with sand (40 -41.5) [GOB] <br />DD =104.8 pcf <br />MC =15.89 <br />16 <br />0° <br />45 <br />0 <br />50 <br />"��" <br />8 <br />13 <br />28 <br />moist, compact, black, silty GRAVEL with sand (50 -51.5) <br />Sample JR (51) <br />DD =116.3 pcf <br />X_GS-7 <br />0 <br />15 <br />[GOB] <br />MC =13.09 <br />55 <br />° <br />0 <br />° <br />moist, hard, moderate brown, sandy lean CLAY with gravel <br />(60 -61.5) [NATIVE SOIL] <br />0 <br />end of borehole at 60' <br />10 <br />installed two vibrating wire piezometers: <br />60 <br />"dR" <br />18 <br />37 <br />VWP -02 (s /n 82415) to 50' <br />19 <br />VWP -03 (s /n 82414) to 35' <br />PAGE <br />2 <br />OF 2 <br />INVESTiGARON BRB <br />BOWIE RESOURCES LIMITED <br />BOWIE NO. 2 GOB PILE <br />DELTA COUNTY, COLORADO <br />G <br />DRAFTING BRB <br />—9 <br />Civil, Structural, and Geotechnical Engineers, Inc. <br />222 South Park Avenue <br />Montrose, Colorado 81401 <br />Phone (970) 249 -6828 Fax (970) 249-0945 <br />DA TE 6117105 <br />JOB NO. 05- 126 —GEO <br />
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