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•? 1. Mean annual runoff <br />2. Peak discharges for the 2-year, 10-year, and 100-year frequency floods <br />3. Mean annual sediment yields <br />4. Average thalweg2 slopes <br />5. Channel characteristics for the dominant discharge (consisting of width and depth <br />relationships) <br />6. The range of the channel slopes from near mouth to upper reach <br />Other factors that influence the long-term channel characteristics include the forested area and <br />frequency of landslides. <br />BASIN HYDROLOGIC CHARACTERISTICS <br />WWE and Mr. Pemberton evaluated and studied each of the 12 stream segments and their <br />basins to define basic hydrologic characteristics related to each stream. This information is <br />summarized in Table 2. While there are differences in soils and vegetation within the study <br />areas, for the purpose of this conceptual analysis, conservative estimates of water yield and <br />sediment yield have been adopted which are reasonable for both areas. <br />Average Annual Runoff <br />The mean annual runoff expressed in acre-feet (AF) per year per square mile is a fundamental <br />parameter for determining annual average sediment yield. Total annual precipitation varies <br />• widely throughout the 526-square-mile basin of the North Fork at Somerset. In the higher <br />elevations of the entire North Fork basin, precipitation can total up to 50 inches per year. Annual <br />precipitation for the drainage basins near West Elk Mine typically falls in the 22-inch to 30-inch <br />range. Precipitation in excess of that portion lost to evapotranspiration and deep percolation, <br />and that ultimately becomes streamflow, also varies widely in the basin. <br />Woodward-Clyde conducted a water balance analysis for Horse Creek and Lick Creek for 1978 <br />to 1980. The study, based on the Lick Creek stream gaging station, indicated an average <br />annual runoff of 8.9 inches, representing 475 AF per square mile. <br />MCC's Exhibit 18 indicates an annual runoff approaching 1,000 AF for one square mile for a <br />variety of North Fork watersheds. However, that finding is modified by their reference to much <br />lowered water yields in South Prong and Horse Creek for the 1977 to 1978 period, which were <br />lower than the driest year yields of the regional basins. <br />The North Fork gage near Somerset provides the best long-term runoff data in the region, with <br />69 years of continuous gaging records. The 69-year period of record identifies a mean annual <br />runoff of 630 AF per square mile; the runoff magnitude is significantly affected by the higher <br />precipitation values at higher elevations in the drainage basin. <br />Analyses of water yield by William Lorah of WWE for the Division No. 4 Water Court approved <br />water augmentation plan, indicated that typical annual water yields for tributaries of Dry Fork <br />were approximately 200 AF per square mile per year. This value compares favorably with the <br />yield estimate of 160 AF per square mile per year based on the U.S. Geological Survey (USGS) <br />regional regression equations (USGS 1985). <br />The 1936 through 1947 and 1985 through 2002 periods of gaging flow on Minnesota Creek <br />4 show an average annual yield for 41.3 square miles of 385 AF per square mile. <br />2 Line following lowest part of a valley, i.e., invert of channel. <br />Tetra Tech - 0907161P