Laserfiche WebLink
GENERAL HYDROLOGY <br />Regional Surface Water. The drainages in the NHN general area are developed on the <br />incised Nucla Syncline and are greatly affected by the dip slopes of that structure. Map <br />2.04.5 -1 shows the locations of the streams and drainages of primary interest. Coal <br />Creek Canyon drains the largest portion of the permit area and the area immediately to <br />the east, north, and west of the permit area. Tuttle Draw drains the southern portion of the <br />permit area and the area immediately to the east, south and southeast of the permit area. <br />Both Coal Creek Canyon and Tuttle Draw drain to the west into the San Miguel River. <br />The area is semi -arid receiving an average of 12.5 inches per year (1960 -2009) at the <br />Uravan site, (see Section 2.04.8 Climatological Information of this permit application). <br />Surface water flow in the vicinity of the permit is therefore primarily dependent on <br />surface irrigation. The Colorado Cooperative Ditch Company (CCC) brought water into <br />the permit area in 1905 and Map 2.04.5 -1 shows the location of primary irrigation ditch, <br />the 2 Park Ditch located to the northeast of the permit area, and secondly the 2nd Park <br />Lateral Ditch. The 2 Park Lateral is constructed along the divide between the tributary <br />drainages of Coal Creek Canyon and Tuttle Draw and carries water across the permit <br />area. Irrigation in the general area is primarily "flood irrigation ". The primary drainages <br />in the permit area are referred to in this permit as Glasier Draw and Meehan Draw (both <br />tributary to Coal Creek Canyon, draining the northern portion of the permit), and Nygren <br />Draw (tributary to Tuttle Draw and draining the southern portion of the permit) as shown <br />on Map 2.04.5 -1. These draws serve as returns of runoff and seepage from the 2 Park <br />Ditch and Lateral to the surface water system. The irrigation season is typically from mid <br />April to early October. With the exception of severe thunderstorm events, surface water <br />flow and quality in the general permit area are dependent on the irrigation system. <br />Surface Water Flow. A discussion on surface water flow in the permit area starts with <br />the San Miguel River. The San Miguel derives the majority of its flow from snow melt <br />runoff although some water is contributed by severe summer thunderstorms. The San <br />Miguel River at Naturita, Colorado has a drainage area of 1,080 square miles. USGS <br />Surface Water Records for the San Miguel at the Brooks Bridge (0.5 mi. upstream of <br />Nucla Station) show the mean flow of 252 cfs for Water Year of 2009 and a mean flow <br />for Calendar Year 2008 of 316 cfs. The mean flow for water years 1995 -2009 is 247 cfs <br />with lowest mean for the period of 59.1 cfs which occurred in 2002. The highest mean <br />flow for the period is 499 cfs which occurred in 1997. The highest daily mean flow for <br />the 1995 to 2009 period was 2,370cfs which occurred on 6/17/1995. This compares with <br />the highest daily mean flow at Brooks Bridge for Water Year 2009 of 1,630cfs occurring <br />on 5/13/2009. <br />The CCC ditch diverts about 100cfs from the San Miguel River upstream from the <br />Brooks Bridge. The Colorado Cooperative Company records show that during 2009 that <br />19.20 cfs (8617 gpm) was delivered to the lower end of the ditch. About 10.5 cfs (4712 <br />gpm) of the total flow was diverted above the NHN permit area leaving about 8.7 cfs <br />(3905 gpm) to flow into the NHN permit area in the lower 2 Park Lateral. Irrigation <br />water runs off and seeps into the drainages resulting in flows in Glasier Draw, Meehan <br />Draw, and Nygren Draw. Surface water monitoring (see section 2.04.7 of this permit) <br />Section 2.04.5 Page 4 April 2011 <br />