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will be included in the quarterly refuse pile reports. Appropriate descriptive text and supporting <br />materials have been revised to include these monitoring details. <br />8. TCC provided a reclamation cost estimate for partial reclamation of the CRDA expansion in <br />Appendix A: Reclamation Cost Estimate. TCC's Exhibit 26C states that approximately 140 acres <br />will be redisturbed with the expansion of the CRDA, however, the reclamation cost estimate only <br />provides values for 50 acres of disturbance. The division cannot approve disturbances that do not <br />have reclamation bond associated with them. Either TCC needs to include reclamation costs for the <br />entire disturbance, Rule 3.0.1(3) and Rule 3.02.1(5a), or TCC may elect to apply a cumulative bond <br />schedule to the construction of the CRDA expansion in accordance with Rules 3.02.1(5)(b) and <br />3.02.1 (6). If TCC chooses to apply a cumulative bond schedule to construction of the CRDA <br />expansion, no construction activity or disturbance may proceed until the Division has received and <br />approved bond appropriate to the proposed activity. The limits of bonded disturbance will need to be <br />clearly marked on the ground. The Division has conducted a reclamation cost estimate (RCE) using <br />values for the entire proposed CRDA expansion. The Division has estimated the cost to reclaim the <br />proposed activities for the entire 140 acre CRDA expansion is $1,014,846.00. The Divisions's RCE <br />is included with this letter. <br />Response: TCC's bond reclamation cost estimate took into account the consideration that bond <br />monies have already been posted for the existing Refuse Pile, which includes the entire eastern side <br />(approximately 40 acres, part of which is partially reclaimed at this time) that will be redisturbed by <br />the proposed CRDA Expansion. This existing bond, along with the calculated bond coverage for a 50 <br />acre area, addresses bonding for the maximum anticipated area of disturbance that will exist at any <br />given point in time. It is reasonably anticipated that the CRDA Expansion will reach a point where the <br />new disturbance associated with soil and cover material stripping and drainage construction will be <br />offset by reclamation of completed benches and the sloping top surface of the pile, as it progresses <br />from north to south. TCC, therefore, is applying a cumulative bond schedule to the proposed CRDA <br />expansion. TCC is aware of the constraints inherent in a cumulative bonding approach, and will work <br />with the CDRMS to delineate bonded areas and maintain adequate bond coverage for all activities. <br />The relevant revision text has been reviewed and revised, as appropriate, to clarify the bonding <br />approach. <br />9. Permanent Ditches RDA-4 and RDA-3 are shown constructed into the existing Refuse Disposal <br />Area (RDA). Permanent drainages must conform with Rule 4.10.3(2), Rule 4.09.2(7). The <br />permanent ditches cannot be constructed on top of refuse material: TCC has an existing permanent <br />ditch downslope from proposed RDA-3 and RDA-4. TCC needs to direct flow from the refuse pile to <br />RDA-1c and RDA-1b and assure that these ditches continue to be appropriately sized for the <br />additional drainage area. <br />Response: The revised grading plan (Drawing C-101) shows that the existing ditch that runs along the <br />western margin of the coal refuse disposal area has been re-designated as RDA-3. The revised grading <br />plan also shows that flow in RDA-1 will be routed to the RDA-1 system. The SEDCAD <br />demonstration for RDA-1 (which includes RDA-lb, RDA-1 d, RDA-le and RDA-If) has been <br />updated, and revised ditch designs are provided with these responses <br />Drawing C-102, Initial Sequence Grading Plan, shows Ditch RDA-4 (note the change in ditch <br />designation with this revision), a temporary ditch that will route runoff from the undisturbed area <br />above the southern limit of the fill, and from the top of the fill area, around the southern limit of the <br />fill. An alternative design for RDA-4, evaluated for the 100-year, 24-hour storm event, is also