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• <br />:7 <br />s <br />Total Depth: 49 ft. Northing: 358,027 ft. Drilling Method: Solid Auger Hole Diam.: 4.5 in. <br />Top Elevation: 6820.0 ft. Easting: 1.334.186 ft. Drilling Company: Alter Drilling Rod Diann.: A ROD <br />Vert. Datum: Station: Drill Rig Equipment: CME 55/Morooka Gas Hammer Type: Cathead <br />Horiz. Datum: Offset: - Other Comments: <br />SOIL DESCRIPTION <br />Refer to the report text for a proper understanding of the <br />subsurface materials and drilling methods. The stratification lines <br />indicated below represent the approximate boundaries between <br />material types, and the transition may be gradual. <br />a <br />o <br />E <br />to <br />� <br />a <br />E <br />o ct� <br />°- w <br />o cu n <br />C7 ) <br />PENETRATION RESISTANCE (blows/foot) <br />A Hammer Wt. & Drop: 140 lbs / 30 inches <br />0 20 40 60 <br />Stiff to hard, brown, slightly sandy, silty CLAY; <br />dry (moist below 17 feet); (Alluvium /Colluvium) <br />r_ <br />CL. <br />tN <br />5 <br />S -1 to S-4 Pocket Penetrometer = 4.5+ TSF. <br />zN <br />10 <br />. }. }. }. }. }. }_ }_ }_ }. <br />. . } . } _ } _ } _ } _ } ..i_ <br />} . } . }_ }. }_ }_ }_} <br />sH <br />15 <br />4" <br />2 0 <br />22'0 <br />m <br />Medium stiff to stiff, brown, slightly sandy CLAY; <br />wet; (Alluvium /Colluvium) CL. <br />5 <br />51 <br />0 <br />m 25 <br />C <br />-} f <br />`'. t _ <br />... <br />......... <br />_:.:_:_: <br />......... <br />Pocket Penetrometer = 0.8 TSF. <br />sH <br />30 <br />.}- }_ } - }_} - }- } - }- <br />33.0 <br />'~ <br />35 <br />Stiff to medium dense brown, slightly sandy <br />silty, gravelly CLAY or clayey GRAVEL; wet; <br />(Alluvium /Colluvium) CL /GC. <br />37.0 <br />_= <br />_ <br />;[ <br />INTERBEDDED SILTSTONE AND <br />SANDSTONE: Inferred from drill action and <br />= <br />40 <br />......... <br />......... <br />blow counts, no samples recovered (Williams <br />Fork Formation). <br />- <br />` <br />_p_j._j._j.. * } p } <br />' ' ' -'- <br />_i•- i- }- t- }- f- } -h -F- <br />- t- <br />" -' �_ <br />45 <br />. <br />.. }.. . <br />49.0 <br />— <br />s —* <br />50 <br />�SQfQ <br />BOTTOM OF BORING <br />COMPLETED ON 6/10/2009 <br />"......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />0 20 40 60 <br />L EGEND <br />* Sample Not Recovered V Ground Water Level ATD O % Fines ( <0.075mm) <br />N Modified California Sampler • % Water Content <br />3" O.D. Thin - Walled Tube Plastic Limit Liquid Limit <br />Natural Water Content <br />Collom Temporary Spoil Fill <br />KCCC - Colowyo Mine <br />N OTE S <br />1. Refer to Figures A -1 and A -2 for explanation of symbols, codes, abbreviations and <br />definitions. <br />2. The stratification lines represent the approximate boundaries between soil types LOG OF BORING C -104 <br />and the transition may be gradual. <br />3. The discussion in the text of this report is necessary for a proper understanding of <br />the nature of the subsurface materials. July 2009 23 -1- 01101 -400 <br />4. Groundwater level, if indicated above, is for the date specified and may vary. <br />5. USCS designation is based on visual- manual classification and selected lab SHANNON & WILSON, INC FIG. A -6 <br />testing. Geotechnical and Emironmental Consultants <br />Exh. 23 -1 -47 Revision Date: 08/05/09 <br />Revision No.: PR -03 <br />