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<br />COL-2: LOWER COLORADO RIVER SUBREGION <br /> <br />This subregion includes the Colorado River mainstem and its tributaries in the watershed areas <br />downstream of Glenwood Springs (downstream of the Colorado River confluence with the Roaring <br />Fork River), Streams in this subregion are located to the west of the Continental Divide within <br />Mesa County and Garfield County. Major tributaries in this subregion include the Roan Creek and <br />Rifle Creek. The subregion is bounded as follows: <br /> <br />Subregion COL-2 is Under Construction <br /> <br />COL-3: LOWER GUNNISON RIVER SUBREGION <br /> <br />This subregion includes the Gunnison River mainstem and its tributaries downstream of the City of <br />Gunnison. Streams in this subregion are located in portions of Gunnison County, Delta County, <br />Mesa County, Montrose County, Ouray County, Hinsdale County, and Saguache County. Major <br />tributaries in this subregion include the North Fork of the Gunnison River and Uncompahgre River. <br />This subregion does not include the East River, Taylor River, Ohio Creek, and Tomichi Creek <br />basins. The subregion is bounded as follows: <br /> <br />. On the north by the Gunnison River - Colorado River basin divide; <br />. On the east by the basin divide between the North Fork Gunnison RiverlBeaver Creek and Ohio <br />Creek/East River; <br />. And on the east by the basin divide between Cebolla Creek/South Beaver Creek and Tomichi <br />Creek; <br />. On the south by the Gunnison River - Rio Grande/San Juan River basin divides; and <br />. On the west by the Gunnison River - Dolores River basin divide. <br /> <br />The regression equation for this subregion is only valid for natural tributary slreams that have <br />drainage areas between 2 mi2 and 8,000 mi2. A detailed study or other hydrologic analysis must <br />be performed for projects involving slreams with drainage areas that fall outside of the applicable <br />range. <br /> <br />The equation for subregion COL-3 is: <br /> <br />Q = 180.8(A).578 <br /> <br />Where: <br />A = Drainage Area, square miles (2<A<8,000) <br />Q = 100 year peak flow, cfs <br /> <br />23 <br />