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Mr. Wallace H. Erickson <br />Response to August 22, 2011 Cazier Memorandum <br />September 9, 2011 <br />Page 11 <br />o Submit specification or design for pond liner materials or methods <br />to stabilize cut and fill slopes and pond slopes to DRMS, as <br />necessary, pursuant to the Technical Revision or Amendment <br />process. <br />o After obtaining DRMS approval through the Technical Revision <br />or Amendment process, proceed with remainder of work plan. <br />Wildcat will delete the first sentence in the second to last paragraph on page 8 of <br />Exhibit 6.5 discussing slopes not being steeper than 1:1 without DRMS approval. <br />Adequacy Issue No. 15. <br />Page 3, Construction. Item 7 states "the suitability of onsite materials will be evaluated <br />as part of the geotechnical stability evaluations ... ". DRMS requires this new <br />information and any resulting changes or additional details to the augmentation pond <br />design be submitted as a technical revision. <br />Response to Adequacy Issue No. 15. <br />See supra Response to Adequacy Issue No. 14. <br />Adequacy Issue No. 16. <br />Page 3, Construction. Item 9 states "No topsoil is available on site ". Based on the June <br />2, 2011 site visit, there appears to be a significant amount of growth media in the area of <br />the proposed augmentation pond. Please re- evaluate this statement. <br />Response to Adequacy Issue No. 16. <br />The soils report and soil information presented in Exhibit E and Exhibit I <br />documents soil is not in thickness that can be reasonably salvageable within the <br />augmentation pond footprint. <br />Adequacy Issue No. 17. <br />Page 4, Construction. Item 13 states "The pond will be constructed in accordance with <br />the design specifications summarized in Attachment D -6 and Figure D- 1." There are no <br />design specifications in either Figure D -1 or Figure D -2. Please include the subject <br />design specifications. <br />Response to Adequacy Issue No. 17. <br />Wildcat will modify Item 13 in the Construction section on Page 4 of Attachment <br />D -6 as follows: <br />DEN 97, 591, 786v1 9 -9 -11 <br />GREENBERG TRAURIG, LLP • ATTORNEYS AT LAW • WWW.GTLAW.COM <br />