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also uses straw dikes, silt fences, small V-ditches, riprap, mulches, check dams, <br />vegetative sediment filters, temporary cover crops and sediment traps that will reduce <br />overland flow velocity, reduce runoff volume, or trap sediment. The complete <br />sediment and water control plan is presented in Section 2.05.3(3) Mine Facilities of <br />the permit application package. <br />With the Midterm Permit Review of November, 2005, WFC was requested to update <br />the permit application with the design information for all surface water control <br />structures and provide one map which depicts all culverts, ponds, and ditch locations <br />on site. In 2006 prepared Technical Revision No. 54 (TR-54) to include a complete <br />inventory of all surface water control structures and a complete new list of culverts, <br />collection ditches and diversions for the permit area. TR-54 was approved in July <br />2007 and included new Map 2.05.3(3)-1, Surface Water Hydrology (Surface Water <br />Features and Controls), <br />The updated information with TR-54 incorporates the latest topography for the site <br />and essentially all designs east of 2700 Road show the post-mining topography <br />design, while the area west of 2700 Road uses the worst case drainage scenarios so <br />that the structures are conservatively designed. Collection ditches, culverts, and <br />diversion design parameters are described in Section 2.05.3(3) Mine Facilities pages <br />2.05.3(3)-8 through 10 and detailed design information is given in Attachment <br />2.05.3(3)-1 Collection/Diversion Ditches and Culverts Design Parameters. As of the <br />Midterm Review inventory of 2006 completed for TR-54, there are no surface water <br />control structures of any kind at the New Horizon #1 site. <br />C. Stream Channel Diversions <br />There are no stream channel diversions proposed for the New Horizon Mine. <br />Calamity Draw flows undisturbed parallel to the NH Mine 2 southern boundary, with <br />Tuttle Draw doing the same along the northern boundary. <br />D. Sedimentation Ponds <br />WFC uses sediment ponds to prevent additional contributions of sediment to <br />streamflow or runoff outside the permit area due to mining disturbances. Existing <br />and proposed sediment pond locations are shown on Map 2.05.3(3)-1. Sediment <br />pond design, construction and maintenance are described in Section 2.05.3(3) Mine <br />Facilities pages 2.05.3(3)-10 through 25 of the permit application package. The pond <br />designs and runoff calculations for the permit area ponds are shown in the following <br />attachments: Pond 007 Attachment 2.05.3(3)-2; Pond 008 Attachment 2.05.3(3)-4; <br />Pond 009 Attachment 2.05.3(3)-5; Ponds 10 & 13 Attachment 2.05.3(3)-6; Pond 011 <br />Attachment 2.05.3(3)-14; Pond 012 Attachment 2.05.3(3)-12 and 13; Pond 014 <br />Attachment 2.05.3(3)-11; and Pond 015 Attachment 2.05.3(3)-20. <br />Pond 010 has an approved design but WFC has not built this pond at currently does <br />not intend to construct it. Pond 016 is an additional pond proposed for the western <br />28