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Soil replacement and stabilization with either the standard rangeland or pastureland seed mixtures (as <br />appropriate) in a timely manner following completion of construction activities <br />Construction -related surface disturbance will be limited to soil removal and windrowing from the pipeline trench <br />alignments and stockpiling for the borehole pad area, excavation of the trenches and temporary stockpiling of excavated <br />material adjacent to the trench, minor cut/fill grading to establish the borehole drill -pad, and excavation of temporary <br />cuttings pits. <br />Where pipeline disturbance traverses steep slopes, additional staked straw wattles will be placed on -contour to limit <br />overland flow following revegetation seeding. Drainage and sediment control for the associated minor surface <br />structures (borehole surface casing and any manhole(s)) will also utilize BMP's including the vegetative filter provided <br />by temporary vegetative stabilization, and berms and/or wattles, as appropriate. The pad for the 19RT Mine <br />Dewatering Borehole installation has been designated as a Small Area Exemption (SAE), and the limited drainage from <br />this small area (0.35 acres) will be controlled by staked straw wattles, and reclamation/stabilization of the pad area <br />following well installation. Temporary drainage and sediment control measures will remain in-place until vegetation is <br />sufficiently established to effectively control runoff, erosion, and sediment loss. <br />As relatively small isolated surface disturbances, the additional disturbance required to construct ditches and <br />sedimentation ponds to intercept, route, and treat runoff from the dewatering borehole pad, is not warranted. Similarly, <br />for the associated temporary linear pipeline disturbances, constriction of ditches and ponds to control runoff is <br />impractical. Runoff from these small disturbance areas will move downslope toward Fish Creek through areas of <br />extensive natural vegetation, which will supplement the ASC's, effectively serving as a vegetative filter. The proposed <br />BMP's have proven effective in controlling runoff and sedimentation from similar disturbances. Special design, <br />construction, and operational measures have been incorporated in the design plans to assure that there will be no <br />discharge or mixing of mine water with surface drainage. Following installation of appropriate ASC's for each portion <br />of the project disturbance, available soil materials will be bladed from any new disturbance areas and temporarily <br />windrowed or stockpiled on the upgradient edge of these disturbance areas. For pipeline trench areas, consideration of <br />soil horizon segregation must be balanced with the objective of limiting overall surface disturbance. In the interest of <br />minimizing overall surface disturbance, TC proposes to not segregate and separately stockpile individual soil horizons <br />for the pipeline trench disturbance, and submits that this approach will not significantly alter soil suitability <br />characteristics, since the differences between the soil horizons is not significant over the areas to be affected by <br />trenching. For the borehole drill -pad, individual soil horizons will be segregated, if present. <br />Soil materials will be replaced following completion of pipeline installation. Reseeding of the disturbed areas will <br />be completed during the first appropriate planting period following soil material replacement. When no longer <br />needed to support ongoing or future mining and related operations, the thickener underflow borehole will reclaimed <br />by removing the surface manhole structure, plugging and sealing the borehole, consistent with State Engineer <br />requirements; cutting -off the casing below ground level, and placing a permanent marker; then regrading, replacing <br />soil materials, and reseeding the associated disturbance areas. Pipelines will be abandoned in-place, with the ends <br />of the pipelines cut-off and capped below grade. <br />15LT Ventilation Shaft (TRI1-77) - As a limited, temporary, surface disturbance, construction of the 15LT <br />Ventilation Shaft will have minimal impacts on surface water hydrology, relative to runoff and sediment contributions. <br />The short light -use road will be in a relatively flat upland area, and will be surfaced with gravel to control runoff and <br />erosion. A designed culvert will pass any drainage from the existing natural drainage on the west side, under the light - <br />use road. Upland drainage above the pad will be intercepted by designed diversion ditches and routed around the pad, <br />discharging into existing short natural feeder drainages to Fish Creek. The pad will be sloped to drain to the cuttings <br />pit, which has been sized to provide sufficient excess capacity to contain drainage flows, and the pad surface will be <br />graveled to control runoff and erosion. Drainage from the pad outslopes will be controlled by stabilizing these areas <br />with the temporary revegetation seed mix, and by an ASC consisting of a downslope interceptor ditch and rock -lined <br />sediment trap. As a very limited disturbance area (approximately 2.3 acres) the road and pad disturbance areas meet the <br />applicable criteria for a Small Area Exemption, the proposed drainage control measures should be effective in <br />controlling runoff and sedimentation, and construction of frill -scale drainage and sediment control structures is neither <br />needed nor justified. <br />16LT Utility Borehole (TRI 1-78) — The 16LT Utility Borehole installation has been designed and will be constructed <br />to minimize and control runoff and sediment. The associated light -use road is located primarily in upland areas. Where <br />it traverses minor ephemeral drainages, designed culverts will be installed to pass the drainage under the road. In <br />TR17-87 2.05-84.9 03/14/17 <br />