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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 <br />the increased influence by man's activities. In a typical semi -arid environment, (12 to 15 inches <br />annual precipitation), channel geometry and course generally reflect the infrequent and highly <br />variable discharges and sediment loads resulting from intense summer thunderstorms. Semi -arid <br />ephemeral channels often feature shallow and wide bottoms with unstable bank- sides. <br />Ephemeral channels will adjust geometries and courses to accommodate the varying discharges <br />and high sediment loads, often radically changing local reach geometries and courses during <br />large, flash flood events. However, as more upland areas are transformed from natural, semi -arid <br />vegetation to pasture, hay -land and cropland by irrigation, stream -flow variability (discharge and <br />sediment loads) becomes dampened and is controlled by the increased vegetation and <br />manipulation of the drainage system. This results in channels becoming more stable and often <br />more incised, due to lower, less variable flows with lesser sediment loads. This occurrence is <br />reflected in the main channel of Tuttle Draw. <br />Predicted Peak Flows <br />The annual mean and peak discharges were predicted for Tuttle Draw using techniques outlined <br />in the USGS Water Resources Investigations Report 85 -4086 titled Estimation of Natural <br />Stream -Flow Characteristics in Western Colorado (Kircher et al. 1985). Using the regression <br />model for the southwestern region, the mean annual discharge and peak discharges from the 2 -, <br />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 (10 to 10 in semi -arid <br />environments), total dissolved solids (TDS) is commonly inversely related to TSS, that is, as <br />TSS levels increase, TDS concentrations will decrease. This inverse relationship between TSS <br />and TDS will result in lower proportions of dissolved constituents while conserving the total <br />chemical load of the water. <br />Stock Water Ponds <br />There are a few small stock water ponds within the permit area as shown on Map 2.04.7 -1. <br />These ponds are filled with irrigation water during the irrigation season but do dry up during the <br />winter months. Thses ponds will dry up completely when the 2 Park Lateral water is diverted <br />through the HDPE pipeline prior to the ponds being mined through. Replacement of the ponds <br />during the reclamation phase will be at the discretion and direction of the land owner. <br />Section 2.04.7 Page 21 November 2011 <br />