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West Des Moines, IA and Des Moines, IA
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Location City, County, and State of the levee system. Determined by the levee alignment location not the leveed area.
West Des Moines, Polk County, Iowa
System ID Unique identifier code for the levee system using 10 or 12 numbers in length.
5105550006
Operation and Maintenance Organization Entity responsible for day-to-day management of the levee.
City of Des Moines, IACity of West Des Moines, IA
Floodplain Management Entities responsible for regulating activities that occur in areas prone to flooding.
FEMA Region 7
Oversight Organization Entity responsible for oversight of the levee and ensuring it is maintained.
USACE - Rock Island District
Last Assesment Date Last Risk Assessment or Formal Inspection.
3/15/2017
Data Last Updated Date any of this information for the system has been updated.
3/7/2024
Levee Length Combine length of all the levee system features including the embankments, floodwalls, closures where they exist for this system.
Levee Length Graphic 4.267 Miles
Average Levee Height The average height of the levee system. The levee profile viewer on the mapping window will show the actual levee height values for the length of the levee if available.
Levee Height Graphic 9 Feet
Year Levee Constructed Year levee system was fully completed as a flood reduction project.
Timeline Graphic 1997
Summary General text description of the levee system with a summary of why the levee is there, and the benefits it provides.
The levee system project is located in the cities of Des Moines and West Des Moines, Polk County, Iowa. The Raccoon River flows along the southern portion of project, while its tributaries, Walnut Creek and Jordan Creek generally flow along the projects eastern and southwestern sections respectively. The levee system in its entirety starts at NLD Station 0+00 at the west end at the upstream tie-off of Jordan Creek, then proceeds along the left descending bank of the Raccoon River and finally extends upstream along the right descending bank of the Walnut Creek, terminating at the tie-in to high ground at NLD Station 225+00. Traditionally the project levee system is divided into two segments:  The West Des Moines segment lies primarily within the city limits of the City of West Des Moines, Iowa and consists two separate reaches. The first reach is at the southern portion of the system from levee station 0+00 at the Jordan Creek tie-off to station 88+97 at the Iowa Highway 28 sandbag closure and the second reach is at the northern portion of the system from station 177+53 to station 225+00 at the northern tie-off to high ground; The Des Moines segment lies primarily within the city limits of the City of Des Moines, Iowa and consists of the central portion of the system and includes the reach from levee station 88+97 at the Iowa Highway 28 sandbag closure to station 177+53. The West Des Moines - Des Moines LFP project is a 4.6 mile system, consisting of 4.25 miles of earthen levee, 0.35 miles of floodwall, 25 drainage structures, 5 pump stations (4 permanent, 1 temporary) , 12 closure structures, and 4 interiorponding areas.
Performance & Condition General text description of the historical and anticipated performance of the levee, the people and property benefitting from the levee and who may be at risk of flooding, and actions to address areas of concern.
PLEASE NOTE: The following Risk Characterization is a description of risk associated with this levee system. It is currently undergoing review and may be updated in the future. The LSOG considers the risk associated with WDM I RDB Walnut, WDM II LDB Raccoon R (LST ID 1434) to be low (LSAC 4) for Prior to Overtopping due to anticipated good performance and moderate associated consequences and also to be low (LSAC 4) for Overtopping due to relatively infrequent likelihood of overtopping with moderate associated consequences. The project is expected to perform well under significant loadings. There is some performance uncertainty related to floodwall stability based on current I-wall criteria; however, the project has been loaded to over 80% in the past and performed well. There is a high level of community awareness concerning floods, the evacuation effectiveness is excellent and project is expected to perform well during future loadings.
Flooding Hazard
Historic Loading by Percentage of Height
Info Bubble Representative loading associated with historical flood information as a percentage of the levee height or overtopping.
Loading by Percentage of Heigth Graphic Background 0 Occurrences 1 Occurrences 2 Occurrences 7 Occurrences