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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 />II <br />I I <br /> <br />many, if not most, of the culverts beneath road sections are under- <br /> <br />sized, COQbined with some areas of high road embankments, these <br /> <br />points become dams, in effect, This effect was considered in the <br /> <br />flow of the upper basin by increasing the time of peak flow slightly, <br /> <br />The stockponds will generally not affect the flow except by slight <br /> <br />increase in the length of time to peak, For the purposes of this <br /> <br />study, these stockponds were assumed to be at spillway level at <br /> <br />the beginning of the storm, <br /> <br />The western (closely studied) portion <br /> <br />of the basin contains a number of structures, both major and minor, <br /> <br />These are of variable age, with the oldest being the masonry arches <br /> <br />along the old A, T, & S, F, Railroad right of way, West of the <br /> <br />Woodmen Road bridge noted above, the first major structure along <br /> <br />Cottonwood Creek is a large box culvert structure at Academy Boule- <br /> <br />vard. This structure is too small and should be increased in size, <br /> <br />West of this, a series of three structures exists, The first is <br /> <br /> <br />the old railroad arch; the second is a 1930 style concrete bridge <br /> <br /> <br />on Old Highway 85-87; the third is a double bridge concrete struc- <br /> <br /> <br />ture at Interstate 25, The open area for the channel is adequate <br /> <br />in all three cases, The concrete apron beneath the bridge on the <br /> <br />Interstate 25 is being eroded and should be repaired. <br /> <br />The south Sub-basin 23 contains a <br /> <br />number of existing drainage structures--most of which are recent. <br /> <br />A 5 by 10 concrete box exists at Tuckerman Street, at the end of <br /> <br />a mid-sized concrete lined ditch, This box is slightly too small <br /> <br />but is best corrected by improving the inlet and increasing the <br /> <br />-19- <br />