2016-04-29_REVISION - C1982056 - Laserfiche WebLink

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With both Washplants I and II operating, the thickener underflow is typically a 15 to 25 percent solids, 300 to 550 gpnl Slurry mixture of rock and coal fines (28 mesh x 0). Exhibit 9C, Underflow Chemical Characterization, provides data on selected chemical constituents found in the thickener underflow. The water quality of the slurry is consistent with that of typical Spoils water generated at the adjacent CYCC surface mine. The Slurry mixture is piped to the Sealed mine workings in the EMD, where the fines settle -out, and the decant water flows to a sump and is recycled back to the washplants. At the full coal fines refuse discharge rate, approximately 1.6MM ft3 of coal fines storage is required oil an annual basis. The EMD has approximately 1 IOMM ft3 of coal fines storage capacity remaining (approximately 70 -years capacity). In anticipation of possible future mining of the underlying Wolf Creek Coal Seanl, TCC is shifting underground coal fines Slurry placement to Sealed mine workings in the Southern Mining District (SMD), which provide approximately 61 MM ft3 of coal fines storage capacity (approximately 30 - years capacity). Map 23 shows the EMD and SMD areas that have been or will be filled with fine refuse material. With the shift to the SMD, the water/solids mixture is piped from the washplants through two 6 -inch HDPE pipelines for approximately 1,800 feet to an 8 -inch cased mine borehole, located near the former CYCC Mine Office Building ("Brown Palace", see Map 24 for location of pipeline and borehole). The two Thickener Underflow Pipelines replace the previously used 6 -inch PVC line from Wasliplant I, which was cut-off, capped, and abandoned in-place. The pipelines are buried at a depth of approximately 5 feet and traverse both previously disturbed and un -disturbed areas. Installation of the two Thickener Underflow Pipelines involved: • Placement of temporary BMP's for drainage and sediment control from pipeline and construction areas • Removal and windrowing of Soils materials from any new disturbance areas • Excavation of the pipeline trench, with temporary placement of excavated material adjacent to the trench • Excavation of boring/jacking pits on the edge of Haulroad B-2 and an existing drainage ditch on the north side of the existing railroad SpUr (as Shown oil Figure 49K -F1) and boring/jacking of 24 -inch secondary containment culvert under existing Foidel Creek road crossing culverts and railroad Spur • Boring and casing of the Thickener Underflow Borehole • Bedding and placement of the Thickener Underflow Pipelines and secondary containment culvert in the trench, and installation of intermediate access manhole(s) • Installation of differential pressure gauges, and connection of the pipelines to the Thickener Underflow systems from the Washplant I and 11 Thickeners, along with associated pump controls and shut-off valves, and pressure testing of the pipeline • Controlled backfilling and compaction of excavated material in the trench • Surface grading, soil material replacement, seeding with TCC's temporary stabilization Seed mixture, and placement of temporary BMPs to control runoff and erosion until vegetation was reestablished for all project disturbance areas The Thickener Underflow Borehole Surface casing extends approximately 4 feet above grade, and is capped and locked. The borehole casing extends approximately 310 feet into sealed and abandoned mine workings in the SMD, and discharges on the mine floor, where the fines settle -out and the decant drains to the decant Sump, where a Submersible pump recycles the water back to the Surface. The water is retained by coal barriers, as shown on the underground mine workings map. The barriers for the refuse storage areas are minimum 250 -foot wide coal barriers between the EMD and the Northern Mining District, and the SMD and the Western Mining District, respectively. These barriers currently retain accumulated water from mine inflows and contain a submersible pumps at the low points for mine dewatering. These pumps will be used to recycle water back to the Surface for wasllplant slake -up water or underground for dust Suppression, or the water will be discharged directly to Foidel Creek. TCC's existing discharge permit was modified to allow discharge directly to Fish Creek. Water frons the EMD and SMD is pumped to the surface at the 10 -Right Borehole and Fish Creek Borehole locations, respectively. The water recycling/discharging system required minor changes to the existing water distribution system. Water pumped from the mine exits the mine at Site 109. From this point, the water is piped to the Area 1 Pit where it is retained to allow for settling of sediments and aeration. A pump station has been installed towards the south end of the pit. installation involved burying forty -foot beams under the road and extending them over the pit. A platform P R 14-10 2.05-97.7 04/28/16