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2018-01-29_PERMIT FILE - C1982056A
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2018-01-29_PERMIT FILE - C1982056A
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Last modified
5/21/2018 9:54:12 AM
Creation date
1/30/2018 7:55:14 AM
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Template:
DRMS Permit Index
Permit No
C1982056A
IBM Index Class Name
Permit File
Doc Date
1/29/2018
Doc Name
Pages 2.05-1 to 2.05-64
Section_Exhibit Name
2.05 Operation and Reclamation Plans
Media Type
D
Archive
Yes
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mine workings in the Wadge Seam. In preparation for these dewatering activities, TC plans to convert the existing <br />5 -Main North (5MN) borehole to a dewatering borehole, and to install approximately 5,000 feet of buried water <br />pipeline to route the water to the mine water handling system and to provide a tap for a planned future mine water <br />treatment system. The dewatering borehole, water transfer pipelines, and associated valving will allow water <br />pumped from the Wolf Creek Reserve mine workings and the overlying accumulations of water in the sealed and <br />abandoned Wadge Seam workings to be transferred to the existing 6 -Main North (6MN) Reservoir, the existing 10 - <br />Right water pipeline, or the planned future passive mine water treatment system. It should be noted that the <br />pump(s) for the Wolf Creek dewatering system will be installed and located underground in the mine workings, so <br />no surface pumping installation or power will be required. <br />The main 5MN Pipeline will connect to the 5MN Borehole riser, and extend approximately 3,200 feet to the west. <br />Three "T's" and associated valving from this pipeline will allow routing of flows to the existing main IORT <br />Pipeline, the existing 6MN Reservoir, and the planned future passive mine water treatment system. The first lateral <br />line will run approximately 620 feet from the main pipeline to the 6MN Pumphouse, and then extend another 500 <br />feet to a "T' connection on the main IORT Pipeline. The second lateral line will extend approximately 190 feet to <br />the inlet of the 6MN Reservoir. The third lateral line will be installed at some future date, and will be designed to <br />tie-in to the planned passive water treatment system. All piping will be 10 -inch thermally fused High -Density <br />Polyethylene (HDPE) pipe, and will be buried a minimum of 5 -feet deep so that it is below the normal frost -line. <br />10 -foot diameter CMP access risers will be installed at the 5MN Borehole and the four other pipeline junctions to <br />protect the associated valves, and provide inspection/maintenance access. Pipeline design information and <br />drawings are provided in Exhibit 49CC. <br />Installation of the 5MN Pipelines and access risers will involve placement of construction erosion controls (silt <br />fence and/or straw wattles), removal and windrowing of soil materials; excavation, placement, and backfilling <br />around the risers; trenching in most areas for pipeline placement; placement of suitable bedding materials; <br />placement, connection, and pressure testing of the pipelines; backfilling and compaction of suitable fill materials <br />around and over the pipeline; backfilling and compaction of the trench; regrading; replacement of soil materials; <br />and revegetation of all disturbed areas. Maximum width of the pipeline corridor will be 40 feet. It is not <br />anticipated that any of the planned activities will occur within stream buffer zones. <br />The 5MN Borehole installation will remain in-place until it is no longer needed to support ongoing or anticipated <br />future mining operations. While the associated pipeline disturbance areas will essentially be reclaimed within a <br />reasonable time period following pipeline installation, TC does not consider these areas to be reclaimed for <br />MR16-299 2.05-50.11 06/16/16 <br />
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