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RULE 4 PERFORMANCE STANDARDS <br />4.02.5 Stream Buffer Zone Markers <br />All major operations near Good Spring Creek have ceased. Stream buffer zone signs have been posted as <br />appropriate. Stream buffer zone signs will also be placed along Taylor Creek and Jubb Creek as deemed <br />appropriate. <br />4.02.6 Blasting Signs <br />Colowyo displays signs reading "Blasting Area" along any blasting area that comes within 50 feet of any <br />road within the permit area or within 100 feet of any public road right-of-way. The blast warning and all - <br />clear signals are clearly explained at the main entrance to the permit area from Highway 13/789, where <br />the Collom paved haul road crosses Moffat County Road 51, at the entrance to Lower Wilson along <br />Moffat County 51, at the entrance to the Upper West Fork of Good Springs Creek, and at the Jubb Creek <br />entrance on Moffat County Road 32. <br />4.02.7 Topsoil Markers <br />Colowyo clearly marks all stockpile topsoil with signs reading "Topsoil." <br />4.03 Roads <br />The following sections deal with roads defined per Rule 1.04 (111). <br />4.03.1 Haul Roads <br />Haul roads at the Colowyo operation will be utilized and maintained to control or minimize erosion, <br />siltation, air and water pollution, and damage to public or -private property. The main Haul Road A for the <br />Colowyo operation is shown on Maps 21 and 25G. Haul Road A runs from the pit area (traffic crossover) <br />to the Gossard Loadout; the approximate length of this haul road is four miles. The profile for haul road A <br />is shown on the Haul Road "A" Profile (Map 25). <br />Haul Road B runs from State Highway 13 west to where it intersects Haul Road A and is shown on <br />Existing Structures - North Map (Map 21) and Haul Road "B" Profile (Map 25A). The approximate <br />length of the road is 1.4 miles. <br />The roads used in the actual mining area constantly change as the operation progresses. The "in -pit" roads <br />are maintained by a motor grader and are regularly wetted to minimize dust. Any drainage off the "in -pit" <br />roads will be retained in the pit or diverted to the drainage and sediment control structures located on the <br />Hydrology - South Map (Map 12). The reclamation timeline is shown on Map 29 — Spoil Grading. <br />Reclamation will include regrading the road embankments and ditches and recontouring the road to the <br />approved AOC as shown on Map 19 — Post Mining Topography South Area. The regraded areas will <br />then have topsoil replaced and be reseeded. All of this disturbed runoff will drain to either a sediment <br />pond or an approved SAE, as appropriate. <br />Various best management practices are utilized- to minimize air and water pollution. Haul Roads A and B <br />have been paved with asphalt to control air and water pollution, and ditches and culverts exist to control <br />runoff. The haul road A and B outslopes are vegetated to control sediment. Portions of the Haul Road A <br />are located in the vicinity of segments of Taylor creek that are deeply incised, eroded and unstable. Rock <br />lined energy dissipators are employed to reduce erosion on these -steep banks. Protected ditch runouts to <br />the natural drainage are employed to reduce erosion. Small dugouts are employed as sediment traps. <br />Rule 4 Performance Standards 4-2 Revision Date: 3/16/18 <br />Revision No.: TR -119 <br />