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issue is the steepened portion of the drainage swale up to 19 <br />• percent). The erosive potential and resulting instability of this <br />section of channel needs to 6e addressed. A topography which <br />allows for a more gradual slope through the channel section is the <br />obvious solution, Empire needs to address these concerns. <br />RESPONSE: Please refer to the response to subsection 2f above. <br />n. Appendix 24 - As previously addressed, Empire should re-evaluate, <br />using more recent data, the effects on the surface water system by <br />pumpage from the No. 5 and No. 6 Mines. <br />RESPONSE: Please see response to PAR issue 5f above. <br />• o. AVF - A map must be included delineating the designated AVF's <br />RESPONSE: Map 25, Structures and Renewable Resources has been <br />revised to address this issue. <br />p. Mine Pumpage - Empire has stated in meetings with MLRD that a <br />totalizing meter is present on the No. 5 Mine pump. This data <br />needs to be submitted, preferably in a form of meter reading per <br />day or on whatever frequency it is read. <br />RESPONSE: Page 2.04.7-44 has been revised and Table 18a, No. 5 <br />Mine 1985 Discharge has been added to the revision document to <br />address this issue. <br />q. Rule Z.04.7(4) Maps - Ground water Information - As part of Exhibit <br />. 36, Windy Gap Process, mention is made that water consumed for <br />surface road dust suooression is obtained from the "No. 4 Mine well <br />39-14 <br />