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Last modified
1/25/2010 7:11:12 PM
Creation date
10/5/2006 2:48:26 AM
Metadata
Fields
Template:
Floodplain Documents
County
Jackson
Community
Walden
Basin
North Platte
Title
Flood Plain Information Report Town of Walden
Date
2/1/1999
Prepared For
Walden
Prepared By
CWCB
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />. <br /> <br />. <br /> <br />. <br /> <br />Table t <br />tOO-year Peak Flow Estimates for the Town of Walden <br /> <br /> FFA Regression <br /> Mean Basin Drainage tOO-year tOO-year <br /> Slope Area Peak Flow Peak Flow <br />Stream Name and Location (feet/feet) (sq. mi.) (cfs) (cfs) <br />Michigan River at the Highway 125 0.134 180 1,240 1,880 <br />bridge approximately 4,000 feet north <br />of Fifth Street <br />Illinois River at the Highway 125/14 0.133 240 2,550 2,300 <br />bridge approximately 2,300 feet east <br />of Main Street <br /> <br />Based on the above results, it is suggested that 1,880 cfs be adopted as the 100-year flow for the <br />Michigan River, and 2,550 cfs be adopted as the 100-year flow for the Illinois River. The Town of <br />Walden should regulate the approximate floodplains on a case-by-case basis. FEMA requires that a <br />detailed floodplain analysis must be performed by a professional engineer and submitted by the <br />developer or development proponent for development projects involving more 5 acres or more than <br />50 units (whichever is more restrictive). <br /> <br />Hvdraulic Analvsis <br />Hydraulic methods used for the approximate floodplain delineations shown on the Town of Walden <br />FIRM panel are not available or have not been documented by FEMA. For future studies, an <br />approximate 100-year flood elevation at a particular location on the river may be obtained by using <br />the 100-year peak flow value (as provided in this report) in conjunction with an acceptable <br />hydraulic analysis. Hydraulic analyses for determining 100-year water surface elevations for <br />approximate floodplains may be performed using FEMA's Quick-2 computer program, the Corps <br />of Engineers' HEC-2 computer program, Flowmaster, or other acceptable hydraulic methods. <br />Channel and floodplain cross-sections may be obtained from detailed topographic mapping or from <br />field surveys. Cross-sections obtained from USGS quadrangle maps are not advised. <br /> <br />Floodolain Maooinl!: <br />The existing Flood Insurance Rate Map for Town of Walden depicts areas subject to 100-year <br />flooding based on approximate technical methods. The map does not show flood profiles, base <br />flood elevations, or sufficient detail in order for Town officials, engineers, developers, and land <br />owners to make floodplain determinations with any certainty. The Colorado Water Conservation <br />Board can be contacted to request technical assistance for approximate floodplain analyses as <br />needed. <br /> <br />4 <br />
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