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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />3 <br /> <br />miles south of Brighton. The regional location of the streams <br />is shown on Drawing I-I. <br /> <br />sand and gravel operations, farm buildings, and residential and <br />commercial development. <br /> <br />The study reach for each stream extends from the confluence with <br />the South Platte to the eastern boundary of the Urban Drainage & <br />Flood Control District, a distance of approximately 16.8 miles <br />on Second Creek and 17.1 miles on Third Creek. <br /> <br />Drainage Basin Characteristics <br /> <br />The streams are intermittent flowing streams meandering through <br />pasture and agricultural lands. The flood plain is confined to <br />definite channel limits in the upper reaches of the study and <br />spreads widely in the lower and flatter reaches. <br /> <br />The drainage basin boundary limits for the Second and Third <br />Creek basins are shown on Drawing 1-4. The streams are located <br />on the high plains approximately 20 miles east of the foothills. <br />The basins are presently undeveloped except for localized improve- <br />ments. The streams are primarily natural in location and size. <br />The flood plains are not heavily covered with vegetation but <br />remain open and clear and highly erodible. <br /> <br />The streams have natural, irregular channel sections. Minor <br /> <br />The Second Creek drainage area ranges in elevation from approx- <br />imately 4990 at the South Platte River to 5650 at the basin divide. <br />The average stream gradient through the basin is 36.3 feet per mile. <br />Similarly, the Third Creek basin rises from elevation 4960 at the <br />mouth to elevation 5485 at the basin divide, an average gradient <br />of 33.1 feet per mile through the basin. <br /> <br />channel improvements have been made on both streams near U.S. 85 <br /> <br /> <br />and the Union Pacific Railroad. No major flood control structures <br /> <br /> <br />have been made nor are under consideration at the time of this <br /> <br />study. <br /> <br />There are 18 major facility crossings on Second Creek including <br />13 roads and highways, 2 railroads, and 3 irrigation canals. <br />On Third Creek there are 16 major crossings consisting of 11 <br />roads and highways, 2 railroads and 3 irrigation canals. These <br />facilities represent obstructions to flood flow, causing back- <br />water conditions which increase flood heights and velocities. <br /> <br />Third Creek drains a larger area than Second Creek, 30.7 square <br /> <br /> <br />miles versus 27.4 square miles. The drainage areas to other <br /> <br /> <br />points along the study reach are shown in Table 1. <br /> <br />TABLE 1 <br />DRAINAGE AREAS <br /> <br />Location <br /> <br />Drainage Area - Sq. Mi. <br />Second Creek Third Creek <br /> <br />Other unnatural obstructions to flood flow exist in the lower <br />reaches of both creeks below U.S. 85. These obstructions include <br /> <br />South Platte River <br />O'Brian Canal near 1-76 <br />Irondale Road <br />UD&FCD Boundary <br /> <br />27.4 <br />23.6 <br />17.4 <br />1.0 <br /> <br />30.7 <br />24.4 <br />16.6 <br />1.0 <br />