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Last modified
1/25/2010 6:46:10 PM
Creation date
10/5/2006 12:38:32 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
304
County
Adams
Community
Unincorporated Adams County
Stream Name
Big Dry Creek, (ADCO), North area tributaries
Basin
South Platte
Title
Flood Hazard Area Delineation - Big Dry Creek, ADCO, North Area Tributaries
Date
7/1/1989
Designation Date
1/1/1990
Floodplain - Doc Type
Floodplain Report/Masterplan
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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 />SECTION II <br />STUDY AREA DESCRIPTION <br /> <br />The Union Pacific Railroad (UPRR) bisects the basin. The creek also <br />crosses two irrigation ditches, the Signal Ditch and the German Ditch. <br />The Signal Ditch is located in the headwater region and the German <br />Ditch crosses Wadley South Creek approximately 2,000 feet upstream from <br />its confluence with Big Dry Creek. The dilch crossings are nearly at <br />grade. Wadley Farms No. 2 irrigation reservoir is located on the main <br />channel a short distance upstream from the UPRR crossing. <br /> <br />A. INTRODUCTION <br />The drainage area for the project, shown on Figure II-I, was defined by <br />the contract and consists of the drainage basins tributary to Big Dry <br />Creek between 144th Avenue on the south and 168th Avenue (Baseline <br />Road) on the north. These basins drain an area of 18.7 square miles. <br />Nine tributary streams are included in this area, as shown in Figure <br />II-I. The drainage basins for each of the tributaries are described <br />individually in the following section. <br /> <br />Portions of the drainage area lie within the corporate limits of the <br />City of Broomfield, the City of Westminster, Adams County, and Weld <br />County. The portion of the basin within Weld County, north of 168th <br />Avenue, was included in the hydrologic analysis to define downstream <br />impacts on Adams County. However, floodplain delineation within Weld <br />County was excluded from Ihe scope of work. <br /> <br />Wadley NOJih Creek <br />This tributary is immediately north of the Wadley South Creek watershed <br />and drains an area of approximately 0.9 square miles. The main channel <br />is I. 9 miles in length with a typical slope of 1.5 to 3 percent. The <br />flow direction is 10 the nOJihwesl and closely parallels Wadley South <br />Creek. Much of the land in this basin is cultivated and the stream <br />channel is poorly detlned or absent in most reaches. <br /> <br />The UPRR and German Ditch <br />ponds - Wadley Reservoirs Nos. <br /> <br />cross Wadley North Creek. Two <br />and 3 - are also present in the basin. <br /> <br />irrigation <br /> <br />Wadley South Creek <br />The Wadley South Creek watershed lies in the southeastern portion of <br />the study area and drains approximately 0.9 square miles. The channel <br />is approximately 2.4 miles in length and slopes towards Big Dry Creek <br />at grades of 1.5 to 3 percent. Most of this basin is cultivated and <br />the stream channel is poorly defined or absent in much of the area. <br /> <br />Short Run <br />Short Run is the middle tributary of the five streams which are right <br />bank tributaries to Big Dry Creek. The drainage area of Short Run is <br />approximately 0.9 square miles with a main channel length of 1.5 miles. <br />This stream channel IS also relatively steep in that channel slopes <br />range from 1.3 percent to 3 percent. Although much of the basin is <br />devoted to agricultural use, the main channel IS usually located be- <br />tween cultivated areas and is better defined than the tributary streams <br />to the south. <br /> <br />B. TRIBUTARY DRAINAGE BASINS <br />The Union Pacific Railroad (UPRR) and Interstate 25 (I~25) embankments <br />at the crossings of the tributaries create areas of significant inad- <br />vertent detention; however, these detention areas were not included in <br />the hydrologic analysis. <br /> <br />The German Ditch and UPRR cross ShOJi Run with the UPRR bisecting the <br />basin. <br /> <br />II-I <br /> <br />11-2 <br />
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