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2) West Gravity Line Flow <br /> As stated above, it was assumed that the runoff flow that has historically <br /> been decanted from Robinson Tailing Pond to Robinson Reservoir would not <br /> be allowed to flow to the Eagle basin in the future. However, we did <br /> assume that approximately 300 gpm of seepage flow would continue to <br /> enter Robinson Reservoir from the West Gravity Line. This flow rate was <br /> assumed to vary throughout the year, with 300 gpm being the maximum <br /> rate. <br /> 3) Natural Precipitation Runoff <br /> Calibrated runoff factors based on historical measured data was used in the <br /> computer model to synthesize the inflow from precipitation runoff within <br /> the area tributary to Robinson Reservoir. Added to this inflow was the <br /> runoff from the area that is tributary to Eagle Park Reservoir below the <br /> interceptor system. Until the clean-up of Eagle Park Reservoir is complete, <br /> this flow will have to be pumped up into Robinson Reservoir. <br /> 4) Seepage Flow from the Chalk Mountain Interceptor <br /> Previous hydrologic studies that have been conducted at the Climax Mine <br /> by Wheeler have indicated that the seepage loss rate from the interceptor <br /> system averages about 17 percent of the total intercepted flow throughout <br /> the year. Therefore, inflow to Robinson Reservoir from the Chalk Mountain <br /> Interceptor was assumed to be 17 percent of the flow intercepted from the <br /> areas naturally tributary to the reservoir. Chalk Mountain Dam seepage <br /> inflow was estimated to be fairly insignificant in comparison to the other <br /> inflow sources and was therefore neglected in this analysis. <br /> It should-be noted that the period of historic record used in the model includes <br /> 1984 which was an unusually wet year in terms of annual precipitation and snowmelt <br /> runoff. The May through August runoff volume in 1984 has been statistically estimated <br /> to be in excess of the 100-year runoff event. <br /> 6 <br />