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• SVeam Channel Parameters <br />Exhibit 55A and Changes Due to Mining-Induced Subsidence Page 6 <br />STREAM CHANNEL HYDRAULIC CHARACTERISTICS <br />The stream channel regime and characteristics were defined using still photographs, videotapes, <br />USGS topographic maps, detailed topographic maps prepazed for the mine azea, soil surveys, <br />geological evaluations prepazed by John Rold (consultant to WWE), aerial photographs, and <br />related evaluations. Channel profiles portraying the pre-mining slope and the range of slopes for <br />each stream segment aze presented in Figures 3 through 14. <br />A summary of the stream channel hydraulic chazacteristics for each of the 12 drainage basins is <br />provided in Table 3. The slope in the lower reach of the channels is shown in addition to the <br />average channel slope since only the lower reach will receive the full basin runoff. <br />The dominant dischazge is the flow for the stream that tends to shape the stream channel and help <br />establish the width and depth of the defined channel. The dominant dischazge flow in cubic feet <br />• per second for each basin is the peak flow expected to occur there once every 2 years. <br /> <br />Erosion and sediment yield of a stream basin is normally related to multiple factors, including <br />rainfall, ground cover, land use, topography, upland erosion, runoff, soil types, geology, <br />sediment, and channel hydraulic chazacteristics. All of these factors were considered. <br />The channel chazacteristics shown in Table 3 for the dominant discharge aze for the stream neaz <br />the mouth or at a point just downstream of each segment of stream channel. The width and depth <br />values at the dominant dischazge in Table 3 aze approximate values based upon computed <br />physical basin regime characteristics and identification of chazacteristics from photographs taken <br />on selected stream channels in the azea. <br />The adopted mean annual runoff for the subject basins is used for sediment and channel stability <br />purposes only. It is not proposed for use in water rights studies or for site-specific water budgets. <br />831-032.620 Wright Water Engineers, Inc. <br />