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Twentymile Coa(ComOanY - Foide! Creek Mine, TR04-44 TA ResOOnses 8Q2/L004 <br />Item 44. Page 2.05-45.4, lines 34 and 35. The Division cannot approve the open-ended <br />option presented (to enlarge pits as necessary). Please modifv this section to indicate that <br />anv enlareements ofthe pits or excavation ofaddition pits will be as permitted by the <br />Division. An option would be to pre-approve contingency pits as you may determine to be <br />appropriate. <br />Response: After review, the only situation where unanticipated ground water flows might <br />be encountered would be during drilling of the shaft pilot hole, when the collection pit <br />would be nearly empty and have significant holding capacity. Given this consideration, the <br />collection pit sizing should be more than adequate, with no need for potential expansion. <br />The text has been revised to reflect elimination of the contingency statement. <br />Item 45. Page 2.05-45.4. No design drawings of the shaft to be constructed, or of how it is <br />to be reclaimed, we were found in the submission. Please include desk construction <br />drawings in vour application to illustrate the structural elements (construction and <br />reclamation) afthe shaft. !Rule 2.05.3(2)(3)(a)J <br />Response: TCC has developed two new figures (Figures 30 and 30a) illustrating <br />construction and reclamation details for the proposed ventilation shaft. Copies of the new <br />figures accompany these responses. <br />Item 46. Page 2.05-45.4. First sentence of the Primary Method of Construction -Blind <br />Drilling section. Please add immediate closure procedures of the contingeney small <br />diameter holes around the shaft perimeter (Rule 4.07). Such closures could be covered on <br />page 2.05-106 if such closures were to be accomplished at the time of overall reclamation. <br />Response: The referenced pressure-grout holes would be small-diameter (2-3 inch <br />diameter) boreholes with a solid surface casing. Since the purpose of these boreholes <br />would be to grout and seal any wet zones, a cement grout would be pumped through the <br />boreholes to seal these zones and the boreholes would be filled with grout and allowed to <br />set-up on completion of grouting operations. Any surface casing extending above ground <br />surface would be cut-off flush with or below natural ground level. <br />Item 47. Page 2.05-45.6, line 4. Exhibit S as referenced was submitted as Exhibit ST. <br />Please change "Exhibit S" to read "Exhibit 8T". <br />Response: The text has been revised to read Exhibit 8T. <br />Item 48. Page 2.05-45.6. Revised page 2.05-45.6 annotated 05/24/04 replaces the existing <br />page 2.05-45.6 annotated 02/02/98. As such, the discussion on the existing page with <br />regard to Electrical Distribution is lost. Please repaginate to retain the original text. <br />Response: The original text has been included. <br />Item 49. Page 2.05-84, line 40. Referenced Exhibit S was submitted as Exhibit 8T. Please <br />change that portion that reads "Exhibit 5" to read "Exhibit 8T". <br />