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2014-06-19_PERMIT FILE - C1981019A
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2014-06-19_PERMIT FILE - C1981019A
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Last modified
8/24/2016 5:44:54 PM
Creation date
6/23/2014 10:51:07 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
6/19/2014
Doc Name
Geotechnical Stability Report For Highwall Mining At the Colowyo Coal Mine
Section_Exhibit Name
Exhibit 23, Item 1
Media Type
D
Archive
Yes
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July 23, 2013 <br />Page iii <br />Figure 30b. <br />Barrier Pillar Design Chart— South Taylor Pit, E and D2 /E Seams ........................43 <br />Figure 30c. <br />Raw Recovery— South Taylor Pit, E and D2 /E Seams .............. .............................44 <br />Figure 31a. <br />Web Pillar Design Chart—West Pits, F and E Seams ................. .............................45 <br />Figure 31b. <br />Barrier Pillar Design Chart—West Pits, F and E Seams ............. .............................46 <br />Figure 31c. <br />Raw Recovery—West Pits, F and E Seams ................................. .............................47 <br />Figure 32a. <br />Web Pillar Design Chart—West Pit, D2 Seam ............................ .............................48 <br />Figure 32b. <br />Barrier Pillar Design Chart—West Pit, D2 Seam ........................ .............................49 <br />Figure 32c. <br />Raw Recovery—West Pit, D2 Seam ........................................... .............................50 <br />Figure 33a. <br />Web Pillar Design Chart—West Pit, C Seam .............................. .............................51 <br />Figure 33b. <br />Barrier Pillar Design Chart— West Pit, C Seam ......................... .............................52 <br />Figure 33c. <br />Raw Recovery— West Pit, C Seam ............................................. .............................53 <br />Figure 34. <br />Yield Condition in the E Seam for 684 psi In -Situ Strength ....... .............................56 <br />Figure 35. <br />Vertical Stress in the F Seam for 684 psi E -Seam Strength ........ .............................57 <br />Figure 36. <br />Yield Condition in the E Seam for 605 psi In -Situ Strength ...... .............................58 <br />Figure 37. <br />Vertical Stress in the F Seam for 605 psi E -Seam Strength ....... .............................59 <br />Agapito Associates, Inc. <br />
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