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<br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />, <br /> <br />I <br />I <br /> <br />! <br /> <br />I <br />* <br />'. <br /> <br />, <br /> <br />. <br />I <br /> <br />I <br />I <br />. <br />I <br />II <br />I <br /> <br />therefore be more extensive in this area than in the other areas, <br /> <br />The two natural channels which do exist must be maintained and <br /> <br />improved. The major outfall channel, extending from Cragin Road <br /> <br />west of Academy Boulevard, through the railroad arch and bridge at <br /> <br />the Interstate, to Monument Creek, should be fully lined, with a <br /> <br />minimum bottom width of 6 feet, a depth of about 3.5 to 4 feet and <br /> <br />a minimum right-of-way of 50 feet, <br /> <br />The channel extending from Academy <br /> <br />Boulevard at Interstate 25, in a southwesterly circle behind Kelly <br /> <br />Johnson Boulevard and extending to the outfall ditch is a special <br /> <br />problem, This should be constructed with lined sides and stepped <br /> <br />to reduce velocity. In general, the existing channel would be <br /> <br />followed, This type of channel would be constructed with a bottom <br /> <br />width of 10 feet, an average depth of 4 feet and a total right-of- <br /> <br />way of 50 feet. <br /> <br />The existing channel system is relatively <br /> <br />short and will require extension into this sub-basin. The south <br /> <br />portion of the basin is a series of older subdivisions and an <br /> <br />underground system will be required. In the northern portion of <br /> <br />"B" basin, it is still possible to use a system of lined ditches, <br /> <br />This is recommended for a number of reasons. In general, however, <br /> <br />the portion of "B" basin east of Academy is divided into a number <br /> <br />of "tributaries" so that each of these ditches will be relatively <br /> <br />small, A retention system is recommended along these ditches to <br /> <br />decrease the size of required structures, See Problem Area section <br /> <br />for discussion of this, <br /> <br />-26- <br />