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<br />TABLE-2 <br />DRY CREEK NO. 1 DRAINAGE AREAS <br /> <br />Street. Figure-Ion page 3 more accurately defines the U..its of the <br />floodplain study. A total of 7.7 stream miles Were included in thc study, <br /> <br />Steele Lakes at 75th Street <br />Clover Basin at 75th Street <br /> <br />2.47 <br />3.20 <br /> <br />I <br />I <br />, <br />I <br />I <br />, <br /> <br />The ~aln Ory Cre~k No.1 channel SerVeS primarily as a waste channel <br />for surplus irrigation water. Base flows from this SOurCe are typically <br />5 to 20 cubic feet per second throughout the irrigation season. The <br />channel is relatively small with a bottom width of appro~imately 4 to 12 <br />feet. Typical channel depths are J to 4 feet to the top of the defined <br />bank, The overbank or floodplain areas consist pri..arily of pasture and <br />cultivated land upstream from Hover Road. Urbanization is occurring <br />rapidly downstream from Hover Road, resulting in a much mOre confined <br />channel section. Photographs of typical conditions along the study reach, <br />tahn during August and October, are included on Pages17through 19. <br /> <br />LOCATIO:. <br /> <br />DRAINAGE AREA <br />(sqllaremiles) <br /> <br />Tributaries: <br /> <br />Dry Creek No.1, <br />75th Street <br />Below Clover Basin confluence <br />89th Street <br />95th Street (Hover Road) <br /> <br />Bowens Street <br /> <br />3.91 <br />10.02 <br />11.49 <br />11.86 <br />D.43 <br />13.91 <br />14.13 <br />14.15 <br /> <br />Road crossings are the primary obstruction to flood flows. Existing <br />culverts and bridges are too small to tonvey the lOO-year flood at almost <br />all crossings. The damming effects of the roads cause water to be <br />dlverted from its normal courSe at several locations in the study reach. <br />The effects of these obstructions are explained in the hydraulic analysis <br />portion of this study. <br /> <br />S.H.1l9 <br /> <br />l07th Street (5. H. 287) <br />Mouth <br /> <br />Basin vegetation consists primarily of irrigated grass pasture and <br />agriclIltural land in the upper reaches. Approximately sixty percent of <br />the basin is irrigated presently. Typical crops in the lower basin are <br />cornand.ugarbeets. <br /> <br />C. Climate <br /> <br />B. Study Reach Descriptions <br /> <br />Official Weather Bureau monitoring stations are operating at BOlllder <br />and at Longmont. Over seventy years of weather records are available for <br />each station. The Longment station was considered most representative of <br />conditions in the Dry Creek No. 1 basin and data from the. station was <br />used to present the following general climate description. <br /> <br />The study reach for Dry Creek No.1 extends from 75th Street downstream <br />to tile eonUuencewlth St. VrsinCreel<. The Steele Lakcs tributary and the <br />Clover Basin tributary were also studied in the reaches downstr~a~ from 7Slh <br /> <br />The average annual precipitation at Longment is only 12.g inches. <br />However, the potential for excessive rainfall frOm a single thunderstorm <br />is relatively hl~h along the front Runge area. The greatest precipitation <br /> <br />" <br /> <br />" <br />