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(ii) If the description of worst possible subsidence consequences, repazed in <br />• accordance with Section 2.05.6(6)(b)(i), determines that no material damage or diminution of reasonably <br />foreseeable use could result in the event of mine subsidence within the ~rmit and adjacent areas. and if the <br />Division concurs with that conclusion, the appcation shall include a monitoringproeram designed to determine <br />the accuracy of that conclusion, as described in Section 2.05.6(6)(c). <br />(iii) If the description of worst possible subsidence consequences, prepared in <br />accordance with Section Z.05.6(6)(b)~i). determines the material damage or diminution of reasonably foreseeable <br />use could result in the event of mine subsidence within the permit and adjacent areas, the application shall include <br />additional information as required by either one of the following_ <br />(A) A subsidence survey. as described in Section 2.05.6(6)(e): <br />(B) A subsidence control plan , as described in Section 2.05.6(6)(f2 <br />RESPONSE <br />For the main mine entries, there is not expected to be any subsidence from instability of immediate roof <br />spans or induced pillaz loading. The analysis to corroborate this prediction is presented in Exhibit 7, <br />Subsidence Predictions. Therefore, there will be no damage or diminution of structures or renewable <br />resource lands above the main mine development entries. <br />The analysis of worst case predictions for subsidence above production panels is presented in Exhibit 7, <br />Subsidence Predictions. It must be emphasized that these worst case predictions are extremely <br />conservative, and it would be expected that the actual subsidence will be well below these predictions <br />r1 <br />LJ <br />PR 03-06 2.05-181.11 05/07/03 <br />