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Response: The text is in error and has been corrected to reflect that there are three inactive sharp- <br />tailed grouse leks, the closest of which is approximately 0.8 mile (4,200) feet from the closest corner of <br />the 18-Left Shaft disturbance area, and one active sage grouse lek, approximately 1.0 mile (5,280 feet) <br />away. Given that the nearby sharp-tailed grouse leks have been inactive for a number of years, the <br />proposed activities should have no impact on sharp-tailed grouse. Given the distance between the <br />proposed disturbance and the active sage grouse lek, the proposed activities should not impact sage <br />grouse (recommended separation is 0.6 miles or approximately 3,200 feet). Additional mitigating <br />factors, that will minimize any potential impacts on grouse include; proximity of the shaft disturbance <br />area to Routt County Road 27, the shaft disturbance is within an area that has been used as improved <br />(cultivated) pasture, and there is a minor ephemeral drainage separating both the inactive sharp-tailed <br />grouse and the active sage grouse leks from the shaft disturbance area. <br />It should be noted that the Northwest Colorado Sharp-Tailed Grouse Conservation Plan states that <br />"Sharptail leks have been located on reclaimed lands within 0.5 mi (0.8 km) of active mining <br />operations and within 0.25 mi (400 m) of major haul roads. Thus, activity alone may not deter use of <br />suitable habitats." Columbian Sharp-tailed Grouse Conservation Plan - Routt, Moffat, and Rio Blanco <br />Counties, Northwest Colorado (Richard W. Hoffinan, in cooperation with the Northwest Colorado <br />Columbian Sharp-tailed Grouse Work Group, April 2001). The CDOW has provided a consultation <br />letter (Exhibit 23) with specific mitigation recommendations that TCC will follow. TCC has also <br />consulted with the CDOW grouse specialist, who indicates that the proposed activities should not <br />impact grouse breeding or nesting activities, therefore, seasonal timing restrictions are not necessary <br />(refer to follow-up consultation letter, included in Exhibit 23). <br />5) The Division and TCC have been working together to assure that page revisions include all <br />previously approved text, and previously approved revisions are not lost during subsequent revisions. <br />Most of the revised pages submitted with TR66 retain previously approved revisions. Several pages <br />appear to have lost some text. Please assure that previously approved text is retained as appropriate: <br />a) Page xii was incorrectly numbered "ix" This page has the Table of Contents.for Volume <br />H-E. Please resubmit this page with the correct pagination. <br />b) Page 2.05-45.6f, TR62 revised text has been retained but TR61 text has been lost. Please <br />reinstate text approved during TR61 approval. <br />c) 2.05-45.6g the last sentence is cut off after, "the engineering soils characterization by" and <br />the text does not flow to page 2.05-45.6h. Please include the portion of text that has been left <br />off. <br />d) 2.05-45.7 information regarding the 7 North escape shaft information has been retained, but <br />TR61 information regarding the 6MN reservoir has been lost. Please reinstate the 6MN <br />reservoir approved text. <br />e) 2.05-84.4 does not fit with TR61 revised pages. Please assure that information from page <br />2.05-84.3 flows onto the TR66 revised pages. <br />f) 2.05-84.5 does not fit with TR61 revised pages. Please assure that previously approved text <br />is not lost. <br />Response: The referenced pages have been reviewed, and revised as appropriate, to assure inclusion <br />of all revision text and text continuity. It should be noted that due to extensive revisions of pages 2.05- <br />76 through 2.05-84.8, TCC has incorporated a complete updated version of these pages in this response <br />submittal. Copies of revised text accompany these responses. <br />6) Please refer to Exhibit 3, Pond I and Pond 2 Design Detail Sheet. The following inconsistencies <br />were noted. Please review and correct as necessary. <br />a) Pond I cross section C-C' and longitudinal profile D-D' are improperly located on the <br />wrong side of the embankment on the plan view.