2016-06-08_PERMIT FILE - C1982056A

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• Erection of a pre -fabricated steel hoist -frame and bull -wheel, approximately 10 x 22 x 25 feet high over the existing 6MN Ventilation Shaft, tying into the existing concrete shaft collar • Fabrication of a steel frame and expanded metal shaft landing and access stairs, tying into the hoist -frame • Fabrication of a similar shaft landing at the bottom of the shaft • Installation in the shaft of guide -ropes for the hoist cage • Excavation for the hoist -house foundation • Forming and pouring of the 20 x 30 foot reinforced concrete hoist -house foundation • Installation of the hoist motor, winch, and associated control equipment on the hoist -house foundation • Erection of the pre -fabricated steel hoist house • Stringing of hoist cable and placement and connection of the 3 x 5 x 8 foot high pre -fabricated hoist cage • Electrical connections (from existing power distribution line) and testing of hoist • Installation of appropriate equipment guards and fencing Given that the 6NM Shaft is an air intake shaft, portable skid -mounted propane -fired shaft heaters and a large propane supply tank were installed so that the intake air can be heated during the winter -time to maintain comfortable working conditions underground. The propane heaters set on poured concrete slabs adjacent to the shaft opening, and the supply tank is supported by reinforced concrete saddle blocks. The configuration and components of shaft heating system are shown on drawings included in Exhibit 49N. Underground Utilities Proiect Components - Concurrent with road construction, a 69 -KV power distribution line was extended from the existing substation at the Northwest Mains fan location to a pad -mounted transformer at the 6 North Mains shaft site. The power distribution line is approximately 3,130 feet long with a total of approximately 14 powerpoles and is located adjacent to the proposed access road and within the 50 -foot road corridor from road centerline. In conjunction with the 6 -North Mains shaft project and extension of the power distribution line, TCC also proposes to construct on the shaft pad a high voltage substation with three power borehole drops, a compressed air station with borehole drop, a rockdust tank station with borehole drop, a bulk material borehole drop and a water borehole drop for the continued development and mining of the Northern and Western Mine Districts. The boreholes were drilled to a nominal 13 -inch diameter. Water for drilling operations was either trucked -in by tanker or drawn from Fish Creek using a portable pump (under TCC's Boettler Ditch water right — 144 cfs). The cuttings were disposed of in the collection pit. Steel Schedule -40 or -80 pipe was placed in each of the nominal 13 -inch diameter holes, and the annulus was fully grouted. The power distribution component includes construction of the 69 KV powerline, approximate 150 by 150 -foot substation area, switchgear building, grounding bed and three nominal 13 -inch diameter boreholes from the surface to the underground workings at the proposed intake shaft pad above the 6 North Main entries. The substation area consists of powerpoles for powerline termination, transformer pads, and an approximate 14 x 30 -foot prefabricated metal building with foundation, and grounding bed. There are three fuse disconnects and three gang -operated disconnects between the powerpole terminations and the transformers. The metal building houses the switchgear for the power feed from the transformers to the power cables that feed into the power borehole. The grounding bed, located outside of the shaft pad area, consists of copper rods buried in trenches at a depth of approximately 5 feet. In order to hang the power cables in the holes, a steel structure(s) was constructed over the three cased holes. This structure(s) is a metal beam(s) and legs, bolted to a concrete footer(s). The beam(s) will be either 14 feet or 10 feet (up to three) in length, and the legs are approximately 6.5 or 8 feet high. The footer(s) is approximately 4 x 4 x 4 feet. The 14 -foot beam structure extends over all three boreholes. The 10 -foot beam structures will be placed over individual or paired borings, if used. On completion and casing of the borings, a 7 x 10 x 5 -foot pad was poured around the three power -drop boreholes. The rock -dust component includes construction of a 22 x 24 x 1 foot reinforced concrete slab foundation with four 2 -foot diameter 9.5 foot reinforced concrete piers, installation of an existing 36 -foot high rock -dust storage tank, installation of an electrical power supply for the rock -dust tank and drilling of a nominal 13 -inch borehole from the surface to the underground workings from the shaft pad above the 6 -North Main entries. Drilling of the borehole was covered by the TR05-48 submittal. The rock -dust tank has a capacity of 2,440 cubic feet, or 100 tons of rock - dust. The tank will deliver rock -dust to the borehole through an air slide angled at 10 degrees. Tank aeration will MRI 1-259 2.05-45.11 11/17/11