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Climate <br />More detailed climatic information can be found in Tab 8 of the permit application. <br />The region is chazacterized by a semi-arid steppe climatic regime with cold winters and <br />mild to cool summers. The prevailing wind is from the northwest (reversing at night due <br />to southeasterly upslope winds). Average annual precipitation is 16 inches and the <br />growing season in the region is approximately 94 days. Climatic information was <br />collected from both Hayden Station, one mile away, and the Seneca II-W Mine, six miles <br />south of the loadout. <br />Surface Water HvdroloQy <br />Surface water information is found in the following sections of the permit application: <br />Tabs 7, 12, 13, 14, 15 and 16 and Exhibits 12-2, 12-3, and 12-4. A summary of this <br />information is included here, below in the Description of the Operations Plan and in <br />Section B, Item III of this document. <br />Most of the permit azea drains to Dry Creek. A small, northern portion of the railroad <br />loop drains directly into the Yampa River. Dry Creek flows into the Yampa River neaz <br />the town of Hayden. Stokes Gulch, an intermittent stream, flows into Dry Creek just <br />south of the rail loadout. <br />Precipitation averages approximately 16 inches annually in the permit area and the <br />volume of runoff is limited. Most runoff comes from snowmelt or intense thunderstorm <br />events. Flows in Dry Creek have ranged from 0 to 126 cfs (cubic feet per second) <br />upstream of the loadout to from 0 to 225 cfs downstream. Two sediment ponds handle <br />runoff at the loadout: the Truck Loop Pond usually discharges during spring snowmelt; <br />the Rail Loop Pond has razely dischazged. <br />Stream flow in Dry Creek generally increases downstream although some sections aze <br />ephemeral. During the growing season diversions of water from Dry Creek above the <br />permit can significantly reduce and even periodically eliminate streamflow in the vicinity <br />of the loadout, while at the same time return flows from surrounding irrigated fields can <br />dischazge small volumes of water to Dry Creek below the loadout. <br />The dominant cations in Dry Creek water aze: magnesium, calcium and sodium; the <br />dominant anion is sulfate. The pH is generally around 8.2. The concentration of the <br />major cations, total dissolved solids, and nitrate (possibly due to agricultural return flow) <br />increase during periods of low flow (baseflow). Total suspended solids (TSS), aluminum <br />and total iron increase during high flows. Average values for total dissolved solids (TDS) <br />aze higher downstream than upstream of the loadout, with average values of 2,439 and <br />3,175 mg/1(milligrams per liter), respectively. <br />Please see Section B, Item III of this document for a discussion of the probable <br />hydrologic consequences (PHC) of the Loadout on surface water quantity and quality and <br />