2011-03-25_PERMIT FILE - C1981019A (2)

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RULE 4 PERFORMANCE STANDARDS 4.05.3 Diversions and Conveyance of Overland Flow and Shallow Groundwater Flow and Ephemeral Streams Draining a Watershed Less than One Square Mile The drainage and sediment control plan described under Section 2.05.6 provides for temporary diversion of surface drainages within the permit area. A system of temporary ditches, as shown on the Hydrology - South Map (Map 12) and the Hydrology - North Map (Map 11), will divert runoff away from disturbed areas, and in other cases temporary ditches will be used to divert runoff from disturbed areas to sediment ponds. Specifications for all temporary diversions within the permit area are presented within Exhibit 7, Hydrology Information. Temporary diversions will -be constructed to pass at a minimum the runoff from the precipitation event with a two year recurrence interval. The temporary diversions described above will have the purpose of reducing contribution of suspended solids to runoff and diverting undisturbed drainage from the mining area. The diversions will be constructed with a minimum gradient to pass the design flow and will be revegetated with grasses. If not removed by mining, upon completion of mining and at an appropriate point mandated in the Coal Regulations of the Colorado Mined Land Reclamation Board, the temporary diversions will be reclaimed as required in Section 4.05.17. 4.05.4 Stream Channel Diversions (Relocation of Streams) A permanent diversion constructed at the operation is used to divert surface runoff from the watershed upslope of the Streeter Fill as detailed in Section 2.06.2. The diversion structure was designed to pass safely the 100 -year, 24 -hour precipitation runoff event. This diversion, located on the north side of Streeter Fill, is riprapped, as required, to control erosion. Design criteria for the permanent diversion structure along with engineering parameters for Streeter Fill are set forth in Exhibit 12, Experimental Practice Information. The permanent diversion structures will remain, but will not provide additional contributions of sediment load to Good Spring Creek as they are designed to safely pass the 100 -year, 24- hour precipitation runoff and are stabilized with riprap. A temporary diversion of Taylor Creek was approved as a Technical Revision on November 19, 1984. The diversion is shown on the Existing Structures -North Map (Map 21), explained in detail in Exhibit 17, Haul Road and Facilities Modifications associated with Colowyo's Raw Water Supply Plan. All temporary diversions will be removed and reclaimed when no longer needed for sediment control in accordance with the Operations and Reclamation Plan described in 2.05.4. Channel lining rock riprap and energy dissipaters will be used when necessary. As stated above, all temporary diversion structures will be seeded and revegetated. Colowyo does not anticipate that there will be any significant excess material resulting from the construction of diversion ditches. None of the proposed diversions will drain into underground mines. No additional diversions of intermittent or perennial streams are planned or provided for at this time. See Mine Plan Map (Map 23), Hydrology South Map (Map 12) and Hydrology - North Map (Map 11). As indicated on these maps, the stream channels of Goodspring Creek will be maintained in its natural positions. Upon completion of each permanent channel segment, an engineering construction report will be prepared and submitted in the Annual Reclamation Report. This report will provide certification by a professional engineer that the channel segment has been constructed to the appropriate widths, lengths, alignment, channel slope and riprap or other erosion protection specifications to meet the intended design criteria. Rule 4 Performance Standards 4.05 -3 Revision Date: 2/01/11 Revision No.: TR -87