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<br />Williams Fork Mines Prepared by: R. Reilley M.S. GISP <br />C1981044 5 November 2018 <br /> <br /> <br /> 6 <br /> <br />Yampa River Flows. Flow in the Yampa River depends primarily on snowmelt from the winter snowpack on <br />the high mountain slopes surrounding the drainage basin. The lower intermittent and ephemeral drainages <br />produce only a small part of the total water yield of the basin (Colorado Water Conservation Board, 1969). <br />About 64 percent of the flow occurs in May and June with up to 84 percent occurring from April to July at <br />selected gaging stations within the drainage basin (Steele, et al., 1979). Minimum flows generally occur from <br />August through February. Irons, et al. (1965) reported that summertime flows in streams of the basin from July <br />through October generally include a large component of ground water discharge. Extremes recorded at the <br />Maybell Gaging Station are a maximum flow of 17,900 cfs on May 19, 1917, and a minimum of 2.0 cfs on <br />July 17-19, 1934. Annual variation in yield may also be great. Historical annual yield has varied from 345,000 <br />acre-feet in 1977 to 2,135,000 acre-feet for the Yampa River in 1917. Average annual yield amounts to <br />1,116,000 acre-feet. <br /> <br />Williams Fork River Flows. The Williams Fork River is a major tributary of the Yampa River. The Williams <br />Fork drains approximately 350 square miles, or ten percent of the Yampa River Valley. The Williams Fork <br />fluctuates seasonally like the Yampa, but is more dependent on snowmelt, and there is less ground water <br />discharge to sustain the flows of the river during low flow periods. Flows in the Williams Fork in the permit <br />area typically range between 2500 cfs during spring runoff and less than 100 cfs during low flow. <br /> <br />Yampa River Sediment Load. In addition to yield, water quality also varies seasonally. Total suspended <br />sediment loads are at a maximum during peak flows associated with spring runoff. Steele et al. (1979) reports <br />that up to 90 percent of the annual sediment load of the Yampa River at the Maybell Station is discharged <br />during the period of snowmelt runoff. Total suspended sediment loads increase with increased discharges <br />(flows) in the rivers. Dissolved solids loads show an inverse relationship with stream discharges. <br /> <br />Runoff Water Quality. High quality snowmelt runoff contains fairly low levels of total dissolved solids (TDS). <br />Therefore, concentrations of TDS decrease during peak flow periods. In the summer, when ground water <br />discharge makes up a larger percentage of the flow in the rivers, TDS values increase. The Colorado Water <br />Conservation Board (1969) reports that intermittent (and ephemeral) drainages at lower elevations contribute <br />most of the dissolved and suspended solids that leave the basin. <br /> <br />Water Quality in Yampa and Williams Fork Rivers. The dominant cations in the Yampa and Williams Fork <br />Rivers are calcium, sodium, and magnesium. Dominant anions are bicarbonate and sulfate with minor chloride. <br />The concentration of total dissolved solids (TDS) averages around 270 mg/l in the Yampa River immediately <br />below its confluence with the Williams Fork River. The Williams Fork increases the Yampa River’s TDS <br />concentration by less than 20 mg/l. The concentration in the Williams Fork averages around 300 mg/l. <br /> <br />Use of Yampa River Water. Water within the Yampa River Basin is consumed through the irrigation of <br />croplands, municipal water supplies, stock watering, cooling water for power plants, evapotranspiration by <br />riparian vegetation and phreatophytes, and transbasin diversions. Irrigation of cropland constitutes the largest <br />of these uses. Surface water consumed within the Yampa River drainage basin in 1976 totaled approximately <br />445,000 acre-feet. Of that, 399,000 acre-feet were used for irrigating croplands and hay meadows or for <br />watering livestock. Other uses included 5,478 acre-feet for industrial purposes, 2,555 acre-feet for municipal <br />water supplies, and 8,283 acre-feet for other unspecified uses (Steele et al., 1979). Industrial consumption has <br />since increased by a total of 18,720 acre-feet per year due to use by the Craig generating station. <br /> <br />Irrigation Use of Surface Water. Water for agricultural irrigation is generally obtained by simple stream <br />diversion structures and networks of ditches for flooding grasslands and meadows during summer months. The <br />short growing season precludes growing of warm weather crops such as corn. In the Williams Fork River, an