2016-06-08_PERMIT FILE - C1982056A

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be adequate to prevent any off-site discharge. Facility construction details and configuration are illustrated by Maps 1 S-50 and 1 W-50 in Exhibits 16C and 16D. The cuttings pit and associated foundation area will be inspected during topsoil stripping, placement of the liner, and temporary closure, on completion of shaft boring operations. As -built certification will be provided to the CDMG prior to cuttings placement and following temporary closure. Primary Method of Construction — Blind Drillins _Prior to the beginning of the blind drilling process, a pressurized pre -grout operation utilizing up to ten small diameter (2") holes, up to approximately 400 feet deep around the shaft perimeter will be considered and undertaken, as needed, to limit groundwater flows between the shaft and the formations. Individual grout holes would be drilled and a cement grout would be pumped under pressure into each borehole before completing the next hole, to seal any wet zones encountered. Each borehole would be filled with grout and allowed to set-up, effectively sealing the borehole and any fractures or voids in the grouted formation(s). Any surface casing extending above ground surface will be cut-off flush with or below natural ground level. If needed and once the pre -grout operation is completed, a shaft collar will be excavated to an approximate 10 -foot diameter to competent rock at a depth of approximately 10-15 feet. Material from the collar excavation will be placed within and on one end of the cuttings pit. A surface casing approximately 8 feet in diameter (inside) and large enough to accept the shaft casing and drilling tools will be installed in the shaft collar. This surface casing will be either steel casing grouted in-place or cast -in-place concrete. A 48 by 24 foot concrete T-shaped pad will then be poured to accommodate the drilling and casing equipment. Specialized blind drilling equipment in the form of an A -leg derrick will be used to drill the pilot hole and excavate the shaft. A nominal 17 -1/2 -inch pilot hole will then be drilled to an approximate depth of 1,000 feet and surveyed to determine vertical shaft deviation and location underground for mine entry tie-ins. The pilot hole will then be reamed to a nominal diameter of 7.5 feet to accommodate the final steel liner. The reaming technique utilizes an inverted disc cutter equipped hemispherical raise bore head to cut the rock. During the drilling of the pilot hole and the 7.5' diameter excavation, all cuttings will be removed from the excavation using an airlift system, with water (reverse circulation) being the circulation media. Supplemental water, for drilling and to adjust the density of the drilling medium, may be supplied, as needed, by a small portable pump drawing from Fish Creek under TCC's existing water rights. The cuttings will be placed in a 200 x 100 x 10 foot, lined temporary mine development waste pit excavated within the shaft pad adjacent to the shaft excavation, as shown on Map 1W. The cuttings pit will be lined with a nominal 30 -mil PVC flexible membrane liner having a permeability of _10-12 cm/sec. The cutting head is rotated from the surface by the drill pipe, which also serves as a conduit to transfer cuttings from the shaft bottom to the surface collection pit. The drill pipe also serves to suspend the drilling assembly in the hole and is tensioned to adjust the cutting weight on the head and to keep the drill pipe straight. The cutting head moves the water from near the center of the head and discharges it at the periphery of the head. This water then flows down around the cutters and washes the cuttings towards the pick-up pipe in the center of the head. The drill pipe's upward flow is activated by compressed air injected down the center of the drill pipe. Rock cuttings are moved by the circulation of the water down the hole, across the shaft bottom and up the drill pipe to the surface collection pit. Within the collection pit, the rock cuttings are separated or settled out and the water is allowed to drain back or is pumped back into the hole for re -use. The cuttings volume will be approximately 1,650 CY (2,475 CY when swelled by 50 percent). Upon completion of the shaft excavation and steel liner installation, the cuttings pit was dewatered. All water was hauled to the old pit to the south of TCC's overland conveyor. After allowing the cuttings to consolidate and dry -out, the collection pit and cutting materials were covered with stockpiled materials from the shaft collar excavation, graded and revegetated with a temporary cover. A sign(s) was posted designating the temporary mine development waste pit. The cuttings and shaft collar excavation materials will be utilized to re -fill the shaft during eventual reclamation of the facility. Once the cutter head reaches the coal seam, the cutter head will be disassembled and removed from the A -leg derrick. Using the same A -leg derrick, the excavated shaft will then be lined to a nominal 6 -foot inside diameter using a hydrostatic steel liner. The steel liners will be pre -fabricated off-site, hauled to the site and field welded in 40 -foot joints. The liner will be floated into place. This is accomplished by securing a steel bulkhead to the bottom joint and leaving the excavated hole full of water while the liner is being lowered into place. By calculating the exact buoyancy of the liner, and adding water to the inside diameter as needed, the liner is easily and safely lowered into position. Once the liner is in place, a nominal 9 -inch thick grout seal will be pumped between the strata and liner to hold it in place. MR11-259 2.05-45.6 11/17/11