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-15- <br /> Mines 1 and 2 Sediment Control <br /> Mines 1 and 2 have a common sediment control system with the exception of the <br /> Mine No. 2 bin pati. The Mine 1 and 2 areas are formed on excavated rock <br /> surfaces which are inclined toward the highwall at 2 to 10 percent slopes. <br /> The pad areas are composed of loose, fractured sandstone and shale, and coal <br /> spoil . Each pad area has been notched into very steep mountainous terrain <br /> with average natural undisturbed slopes that commonly range from 10 to 100 <br /> percent and greater in some areas. Other disturbed areas in the vicinity of <br /> Mines 1 and 2 include a coal storage silo pad (0.44 acres) and a storage pad <br /> for lumber and supplies (1 .14 acres) . <br /> Sediment and runoff from the Mine 1 and 2 pads is collected and conveyed to a <br /> series of two sediment ponds via a 12-inch corrugated metal pipe (CMP) . All <br /> undisturbed drainage is routed around the disturbed area. Runoff from the <br /> storage pad for lumber and supplies and the coal storage pad is routed to the <br /> sediment pond by culverts. <br /> The first sediment pond in series functions to settle the majority of the <br /> sediment from the disturbed area. This pond has only one discharge structure, <br /> an 18-inch CMP which discharges into the second pond. This pipe is capable of <br /> handling the peak runoff from a 25-year, 24-hour precipitation event. <br /> The second pond is equipped with an 18-inch CMP principal spillway and an <br /> incised emergency spillway capable of handling the peak flow from a 25-year, <br /> 24-hour precipitation event. The second pond is capable of containing the <br /> runoff from a 10-year, 24-hour precipitation event. The function of the first <br /> pond is to allow additional detention time for the settling of clays. <br /> The primary spillway on the second pond is located at the top of the 10-year, <br /> 24-hour storage volume. However, this pond is designed to accommodate the <br /> runoff from a 25-year, 24-hour storm without discharge from the incised <br /> emergency spillway. In addition, the applicant has committed to pumping any <br /> excess water to maintain adequate storage for the 10-year, 24-hour event. <br /> Sediment and runoff from the Mine No. 2 bin pad is routed through a series of <br /> two sediment ponds below the bin pad bench. The sediment ponds drain a pad <br /> area of 1.42 acres. In addition, the ponds are sited for an estimated 0.1 cfs <br /> of runoff from the conveyor line above the bin pad. <br /> The sediment ponds are equipped with 24 inch cmp principle spillways and <br /> incised emergency spillways. The principal spillway contains gated orifice <br /> holes which can be either left open or closed if additional detention time is <br /> required. <br /> Mine No. 3 Sediment Control <br /> The Mine No. 3 pad area includes 4.86 acres of excavated surface with a 5-1 <br /> percent grade towards the highwall . The steep inclined rock highwall extends <br /> 50 to 100 feet above the mine portal . Above the highwall is an abandoned <br /> exploration road that traverses the entire length of the highwall. This road <br /> is used to divert undisturbed drainage around the mine pad. <br />