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<br />The equation for subregion ARK-I is: <br /> <br />Q = 1572.8(A}547 <br /> <br />Where: <br />A = Drainage Area, square miles (25<A<1125) <br />Q = 100 year peak flow, cfs <br /> <br />ARK-2: SOUTHERN FOOTIDLLS SUBREGION <br /> <br />This subregion includes streams within the southern foothills area. The streams in this subregion <br />may have part of their drainage basins above an elevation of 7500' MSL, but this subregion only <br />includes stream reaches that are downstream of (east of) the 7500' elevation limit. The subregion <br />is bounded as follows: <br /> <br />. On the south by the Colorado-New Mexico state line; <br />. And on the east by the basin divide between the following watersheds: <br />I. streams flowing into the Purgatoire River upstream of and including Trinchera <br />Creek <br />2. streams flowing into the Purgatoire River downstream of its confluence with <br />Trinchera Creek; <br />· And on the east by the basin divide between the following watersheds: <br />I, streams flowing into the Apishapa River upstream of and including Salado Creek <br />2. streams flowing into the Apishapa River downstream of its confluence with Salado <br />Creek; <br />. And on the east by the Huerfano River-Apishapa River basin divide; <br />. On the northeast by the basin divide between the following watersheds; <br />I. streams flowing into the Huerfano River upstream of and including the Cucharas <br />River <br />2, streams flowing into the Huerfano River downstream of its confluence with the <br />Cucharas River; <br />. On the north by the Huerfano River-Greenhorn Creek basin divide; and <br />. On the west by an elevation line of generally 7500'; <br /> <br />The regression equation for this subregion is only valid for streams that have drainage areas <br />between 12 mi2 and 280 mi2. A detailed study or other hydrologic analysis must be performed for <br />projects involving streams with drainage areas Ihat fall outside of the applicable range. <br /> <br />The equation for subregion ARK-2 is: <br /> <br />Q = 3959.20(A)..... <br /> <br />10 <br />