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2018-07-02_PERMIT FILE - C2010089A (19)
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2018-07-02_PERMIT FILE - C2010089A (19)
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Last modified
11/14/2019 7:44:40 AM
Creation date
8/9/2018 8:44:04 AM
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DRMS Permit Index
Permit No
C2010089A
IBM Index Class Name
PERMIT FILE
Doc Date
7/2/2018
Doc Name
Hydrology Description
Section_Exhibit Name
Section 2.04.7
Media Type
D
Archive
Yes
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Channel Characteristics The perennial nature of flow occurrence in Tuttle Draw in the vicinity <br />of the NHN permit area is largely due to irrigation. Tuttle Draw is developed on resistant <br />bedrock. The deeply incised yet stable characteristics of the main channel in Tuttle Draw can be <br />attributed to the increased influence by man's activities. In a typical semi -arid environment, (12 <br />to 15 inches annual precipitation), channel geometry and course generally reflect the infrequent <br />and highly variable discharges and sediment loads resulting from intense summer thunderstorms. <br />Semi -arid 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 The annual mean and peak discharges were predicted for Tuttle Draw <br />using techniques outlined in the USGS Water Resources Investigations Report 85-4086 titled <br />Estimation of Natural Stream -Flow Characteristics in Western Colorado (Kircher et al. 1985). <br />Using the regression model for the southwestern region, the mean annual discharge and peak <br />discharges from the 2-, 5-, 20-, 25-, 50-, 100- and 500 -year recurrence intervals were predicted at <br />two locations for Tuttle Draw, (see Table 7-38, Volume B of New Horizon 1 Reclamation Plan <br />included in 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 <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 There are a few stock ponds within the permit as shown on Map 2.04.3-1. <br />All surface water bodies shown on Map 2.04.3-1 are owned by the surface landowners. <br />Historically, the ponds were filled with water during irrigation season but dried up during winter <br />months. Now these ponds have dried up since the 2nd Park Lateral water has been diverted <br />through the HDPE pipeline prior to the ponds being mined through. Replacement of the ponds <br />during reclamation will be at the discretion and direction of the surface landowner. The ponds <br />are typically used for livestock watering at the discretion of the surface landowner. WFC owns a <br />surface water body adjacent to the NHN permit area and uses water from that pond for dust <br />suppression at the NHN Mine. <br />Section 2.04.7 Page 25 April 2016 (PR -01) <br />
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