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J <br />Description of the Operations Plan <br />Detailed information on the HG Loadout Operation Plan is found in Tab l2 of thc: permit <br />application. Reclamation activities associated with the Loadout and rail loop are <br />described in Tabs 16 - 20 and 23; and in Section B of this document. <br />Construction of the Loadout and rail loop began in 1978 and coal was shipped through <br />from facilities until spring of 1987. Coal was again stored at the Loadout beginni~tg late in <br />1992. Shipments from the Loadout could resume whenever necessitated by azea mines. <br />HGTI is permitted to store up to 50, 000 tons of coal at the Loadout and to ship 1,000,000 <br />tons of coal per year according to the terms of the Loadout's air emissions permit. <br />Recovered coal is trucked to the site and either stored in an emergency coal storal;e azea <br />or put immediately through a grivly and crushing station to be stored in the main coal <br />stockpile awaiting shipment. Shipment to the customer is either by train or truck from <br />the same tipple. <br />Roads inside the permit azea aze: 2,9001ineaz feet of haul road (HGLF-HRl), ones access <br />road, and one light-use road. The railroad spur is approximately 3.3 miles long acid <br />begins 0.3 miles from the town of Hayden; it serves as a connection to the existing <br />Denver and Rio Grande Railroad (see Exhibit 12-1, "Facilities Map"). <br />Two existing sediment ponds (and associated NPDES outfalls) act as sediment control for <br />the runoff from the Loadout azea: the Truck Loop Pond (Pond A, NPDES Outfall ~D06) <br />which treats the truck loop and office azea and the Rail Loop Pond (Pond B, NPDES <br />Outfa11007) which treats the coal crushing, storage and tipple areas. A system of'ditches <br />diverts freshwater azound the disturbance and another system of culverts and ditches <br />conveys water under roadways and to the sediment ponds (see Appendix 12-4 an~i <br />Exhibit 12-2, "Surface Water Control Plan Map"). <br />Three small azea exemptions aze proposed for the three topsoil stockpile outside the <br />sediment control system described above (see Appendix 12-2 and Exhibit 9-1). ~~ leach <br />field treats sewage from the office and change trailer (see Exhibit 12-2). <br />Water Consumption <br />Water that is used for dust suppression, showers and other operations at the Loadout are <br />piped in from a well in the Yampa River alluvium (H-G Shallow Well No, 1), located <br />two miles north of the Loadout. HGTI owns the water rights for this well as well .u an <br />additiona190 acre feet of water rights in the downstream Walker irrigation ditch. These <br />water rights can be used to compensate any downstream users due to consumption of <br />water at the Loadout. Please refer to Volume 2, Tab 2l of the permit application a.1d <br />Sections A (Item 1 ~) and B (Item :CII) of this document. <br /> <br />io <br />