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<br />I <br />I <br />I <br />. <br />. <br />I <br />. <br />. <br />'. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2.3 Pertinent Data <br /> <br />KIOWA CREEK FLOOD PROTECTION PROJECT <br /> <br />Hvdro10Qical <br /> <br />The flood design discharges and analyses were obtained from <br />the FEMA Flood Insurance Study. The analysis was reviewed <br />by the Colorado Water Conservation Board, and the values are <br />considered representative of current watershed <br />conditions. The Kiowa Creek watershed is completely rural <br />with several small communities within the basin. <br /> <br />Summary of Peak DisCharges (CFS) <br /> <br />Location <br /> <br />Drainage Area 10- <br />Square Miles Year <br /> <br />50- <br />Year <br /> <br />100- <br /> <br />500- <br /> <br />Year <br /> <br />Year <br /> <br />=========================================================~~= <br /> <br />Wiggins <br /> <br />709 <br /> <br />14,237 36,000 <br /> <br />49.346 96,000 <br /> <br />Levee: <br /> <br />Type. . . . . . . . . . <br /> <br />Average Height Above Streambed <br />Side Slopes <br />Length of Levee System <br /> <br />Earthfi 11 <br />10 feet <br />I on 3 <br />10,330 Feet <br /> <br />Improved Channel: <br />Length . . . . <br />Average Bottom Width <br />Side Slopes <br />Lining . . . <br /> <br />4400 Feet <br />200 Feet <br />1 on 3 <br />Seeded Native <br />Grasses <br /> <br />-5- <br />