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Susan Burgmaier -2- January 28, 2014 <br />(SAE), indicates a watershed size of 1.1 acres for the cover pile area that does not drain to Pond <br />J. Revised designs for Clean Water Diversion, on page Volume XI App B -72 do not appear to <br />account for the additional area draining to the lower segment (0.16% section) of the East Clean <br />Water Diversion ditch. Please revise the designs for the lower segment of the East Clean <br />Water Diversion ditch to include the runoff from the cover pile stockpile SAE area. <br />BRL: Flow from the coverfill stockpile SAE will be routed to the 1.0% section of the Clean Water <br />Ditch. Please see revised pages Volume XI, App. B -2 and 78 & 78i <br />Since the flow from the coverfill stockpiles will not flow into the clean water ditch, no revision to <br />the design is necessary. <br />22. <br />Issue resolved <br />23. <br />Issue resolved <br />24. <br />Issue resolved <br />25. Issue resolved <br />26. BRL indicates that page Exh 8 -32 has been revised to include flow from Ditch C -25 in the <br />Culvert C -2 calculation. Revised page Exh 8 -32 lists the flow from Ditch C -25 as 0.14 cfs. The <br />Sedcad output shown on page Exh 8- 74viii(c) has a value of 0.16 cfs for Ditch C -25. Please <br />revise the culvert design on page Exh 8 -32 so that the flow value for Ditch C -25 is <br />consistent with the value on page Exh 8- 74viii(c). Please also revise Culvert C -2 (page 8- <br />321) and Ditch C -2 since they will be subsequently affected by changes in flow volume <br />through Culvert C -2. <br />BRL: Please see revised page Exh. 8 -32 (Culvert C2), page Exh. 8 -60 (Ditch C2) and page <br />Exh. 8 -31 showing the revised flow values. <br />27. Issue resolved <br />28. Issue resolved <br />29. Issue resolved <br />30. Issue resolved <br />31. Issue revolved <br />32. Issue resolved <br />Miscellaneous Items: <br />BRL: During an on -site inspection January 26, it was determined that the flow from Culvert C -3 <br />does not outlet into Ditch C3, rather, outlets into Ditch C4. A revision to pages Exh. 8 -61 & 62 <br />have been made to reflect on the ground conditions. Page Exh. 8 -29 has been revised to <br />update the flow for Ditch C3 and C4, and remove to the riprap specification for Ditch C -3. <br />A culvert outlet at curve #6 was discovered. According to Bill Bear and Jim Stover, this culvert <br />was installed when the mine was constructed, but crushed nearly immediately upon installation. <br />Therefore, no inlet was discovered, however, it is now shown on applicable maps since there is <br />