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coal-bearing sedimentary rocks of Late Cretaceous age (100-65 million years ago). Coal was deposited in <br /> a series of regressive/transgressive shoreline migrations in marginal-shore swamps, marshes, and other <br /> marine sediments deposited behind barrier beaches that formed a northwest/southeast trend. These <br /> coal-bearing sediments were transected by northeast-trending streams, resulting in the fragmentation of <br /> the coal deposits by stream sediments.The main Late Cretaceous geologic units of hydrologic interest are <br /> part of the Mesaverde Group and include the Cliff House Sandstone,the Menefee Formation(coal-bearing <br /> unit), and the Point Lookout Sandstone. These are overlain by Quaternary age sediments in stream <br /> channels, of which the Hay Gulch alluvium is the most important hydrologic unit (RHS 2016a). <br /> 2.3.1.3 Surface Water Resources <br /> The surface water drainages within the CIAA for surface water are considered ephemeral and intermittent <br /> by OSMRE based on 30 CFR 701.5 (OSMRE 2017). There are no perennial streams in the CIAA; however, <br /> Hay Gulch Ditch and the Huntington Ditch/Reservoir/Pipeline carry irrigation water diverted from the La <br /> Plata River on a year-round basis. The Mormon Reservoir, a 26-acre reservoir constructed in 1910 for <br /> irrigation water has a capacity of 1,100-acre ft and holds water on a year-round basis. Ephemeral streams <br /> flow only in response to precipitation events or snow melt. East Alkali Gulch and West Alkali Gulch are <br /> ephemeral drainages that cross the King II workings and are tributary to Hay Gulch below the Mormon <br /> Reservoir. An intermittent stream is a stream with a portion of the stream below the water table, so that <br /> there may be flow in a segment of the stream over part of the year that is derived from groundwater. <br /> Surface water features are shown in Figure 2.3-2. Because there are no perennial streams and surface <br /> water resources are limited in this semi-arid environment, surface water quantity and quality are related <br /> mainly to storm water runoff and snowmelt. <br /> Surface Water Regulatory Requirements <br /> Surface water runoff from mining areas is required to be managed in a manner that prevents additional <br /> contribution of suspended solids to streams outside the permit area to the extent possible with best <br /> available technology(30 CFR 816.41(d)). GCCE complies with this requirement by designing, constructing, <br /> and maintaining siltation structures, impoundments, and clean water diversions. Quarterly reports are <br /> submitted to CDPHE Water Quality Control Division as required by GCC's NPDES Permit#COG85001. <br /> Surface Water Baseline Quantity <br /> Because of the lack of perennial streams in the CIAA, quantification of surface water is limited to storm <br /> water events or flow in irrigation ditches (OSMRE 2017). No storm water events have been successfully <br /> measured for flow or water quality to date.The Hay Gulch Ditch is monitored on a quarterly basis at two <br /> locations, the Hay Gulch Ditch Upgradient and the Hay Gulch Ditch Downgradient locations. These <br /> monitoring sites are located upgradient and downgradient respectively of the King I and King II mines. <br /> Monitoring for the period from April 2016 through March 2017 showed a range of flow from 0.28 to 1.5 <br /> cubic ft per second (cfs). Upgradient and downgradient flow rates were comparable and seldom varied by <br /> more than 20 percent. The typical flow rate at these locations was on the order of 1 cfs (OSMRE 2017). <br /> The Huntington Ditch,which delivers the King II Mine operations water supply is not specifically monitored <br /> for flow, but the Huntington Reservoir that the ditch flows into typically holds about 40 acre-ft of water. <br /> Dunn Ranch Area LBA and Mining Plan Modification 54 <br /> Technical Resources Report <br />