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Channel Characteristics The perennial nature of flow occurrence in Tuttle Draw in the vicinity <br />of the NHN area is largely due to irrigation. Tuttle Draw is developed on resistant bedrock. The <br />deeply incised yet stable characteristics of the main channel in Tuttle Draw can be attributed to the <br />increased influence by man's activities. In a typical semi -arid environment, (12 to 15 inches annual <br />precipitation), channel geometry and course generally reflect the infrequent and highly variable <br />discharges and sediment loads resulting from intense summer thunderstorms. Semi -arid ephemeral <br />channels often feature shallow and wide bottoms with unstable bank -sides. Ephemeral channels <br />will adjust geometries and courses to accommodate the varying discharges and high sediment <br />loads, often radically changing local reach geometries and courses during large, flash flood events. <br />However, as more upland areas are transformed from natural, semi -arid vegetation to pasture, hay - <br />land and cropland by irrigation, stream -flow variability (discharge and sediment loads) becomes <br />dampened and is controlled by the increased vegetation and manipulation of the drainage system. <br />This results in channels becoming more stable and often more incised, due to lower, less variable <br />flows with lesser sediment loads. This occurrence is reflected in the main channel of Tuttle Draw. <br />Predicted Peak Flows The annual mean and peak discharges were predicted for Tuttle Draw using <br />techniques outlined in the USGS Water Resources Investigations Report 85-4086 titled Estimation <br />of Natural Stream -Flow Characteristics in Western Colorado (Kircher et al. 1985). Using the <br />regression model for the southwestern region, the mean annual discharge and peak discharges from <br />the 2-, 5-, 20-, 25-, 50-, 100- and 500 -year recurrence intervals were predicted at two locations for <br />Tuttle Draw, (see Table 7-38, Volume B of New Horizon 1 Reclamation Plan included in <br />Appendix 2.04.7-2 of this application). <br />Relationships Among Flow, TSS and TDS The interrelationships among certain physical and <br />chemical parameters in surface water often control the chemical quality. Generally, as the <br />discharge (flow) of a stream increases, so does the concentration of total suspended solids (TSS). <br />For streams that commonly experience elevated levels of TSS (104 to 105 in semi -arid <br />environments), total dissolved solids (TDS) is commonly inversely related to TSS, that is, as TSS <br />levels increase, TDS concentrations will decrease. This inverse relationship between TSS and TDS <br />will result in lower proportions of dissolved constituents while conserving the total chemical load <br />of the water. <br />Stock Water Ponds There are a few small stock ponds within the permit area as shown on Map <br />2.04.3-1. All surface water bodies shown on Map 2.04.3-1 are owned by the surface landowners. <br />These ponds are filled with water during irrigation season but dry up during winter months. These <br />ponds will dry up completely when the 2nd Park Lateral water is diverted through the HDPE <br />pipeline prior to the ponds being mined through. Replacement of the ponds during reclamation <br />will be at the discretion and direction of the surface landowner. The ponds are typically used for <br />livestock watering at the discretion of the surface landowner. WFC owns a surface water body <br />adjacent to the NHN permit and uses water from that pond for dust suppression at the NHN Mine. <br />Section 2.04.7 Page 26 Sept. 2015 (TR -11) <br />