Laserfiche WebLink
significantly affect the spoil foundation conditions and should not reduce the <br />global stability of the spoil fill." This general statement was based on their <br />review of the Agapito reports for highwall mining and the design criteria for <br />web and barrier pillars. The information that Shannon reviewed was also <br />exclusively for the E-Seam highwall mining evaluated in the Agapito study. <br />As with question 1 above, if Colowyo is planning on conducting highwall <br />mining in any other seams, a revised determination regarding the stability of <br />the fills must be performed. <br />6. The above referenced Shannon letter states that highwall mining under the <br />South Taylor fills will not affect the "global" stability of the spoil fills. This <br />statement leaves open the possibility that local stability issues may occur and <br />the possibility that a local stability issue may lead to a more widespread <br />stability problem. Because there is a possibility of either local or more wide <br />spread stability problems with the spoil fills, please provide a mitigation plan <br />for any stability problems or failures that may occur on the fills as a result of <br />highwall mining. <br />7. The above referenced Shannon letter states that they have revised a Figure 5 <br />in their original geotechnical study for the South Taylor Fills. This figure <br />shows the areas of highwall mining proposed below the two fills in South <br />Taylor. Please provide the Division with a copy of this revised Figure 5 for <br />Exhibit 21, Item 1 - Geotechnical Report South Taylor Excess Fills. <br />This completes the preliminary adequacy review for Colowyo Mine's Technical Revision <br />77. The decision date for this revision is 31 March 2008. Colowyo's prompt responses <br />to these adequacy questions will help us meet this date. Please call me at (303)866-3567 <br />X8145 if you have any questions. <br />Sincerely, <br />James R. Stark <br />Environmental Protection Specialist <br />cc: Sandy Brown