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Last modified
11/23/2009 12:58:13 PM
Creation date
10/4/2006 10:11:34 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
558
County
Douglas
Community
Douglas County Unincorporated
Title
Flood Hazard Area Delineation - Plum Creek Watershed
Date
11/1/2001
Designation Date
1/2/2002
Prepared By
UDFCD, WRC Engineering
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 />a <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />II. STUDY AREA DESCRIPTION <br /> <br />The Plum Creek Watershed lies in the northern part of Douglas County, which is located southwest ofthe Denver <br />metropolitan area. The Town of Louviers is located in the northern part of the Plum CreekWatershed, and the Town of <br />Sedalia lies in the southeast part ofthc Plum Creek Watershed_ In addition, US Highway 85 divides the watershed into <br />two parts from north to south_ The confluence of Plum Creek with Jarre Creek and West Plum Creek is located southwest <br />of the Town of Sed alia and northwest of U.S. Highway 67. The growth of the Denver metropolitan area is affecting the <br />northern part of Douglas County, and residential development is occurring at a rapid growth trend north and east of the <br />study area (Reference-! 0)_ <br /> <br />The study area for this project is about 49_6 square miles. Several large creeks (West Plum Creek, Indian Creek, <br />and Jarre Creek) and several small drainage basins enter the study area from the south_ These off-site areas have a <br />combined drainage area of about 146 square miles. This study does not include East Plum Creek (or its drainage area), <br />which combines with West Plum Creek to fonn Plum Creek In general, the Outfall System Planning and Flood Hazard <br />Area Delineation of the Plum Creek Watershed are to be used to assist in planning of safe and efficient developments <br />to accommodate population and economic growth, while maintaining the rural atmosphere and riparian corridors along <br />the Plum Creek mainstream and its tributaries_ <br /> <br />The Plum Creek Watershed is considered by Colorado Division of Wildlife and Colorado Natural Heritage <br />Program to be one of the ten most important areas for conserving diversity in the state_ It is home for several rare and <br />potentially endangered species_ This area has been focus of attention since early 1997, when the Preble's meadow <br />jumping mouse was proposed for federal listing as threatened or endangered. The Plum Creek Watershed consists of <br />grasslands and shrubby and forested riparian character and is a prime and ideal habitat for small mammals, and <br />endangered species such as the Ute ladies'-tresses orchid_ Some reaches of Plum Creek, which remain inundated year- <br />round, provide habitat for several endangered fishes, including the common shiner, brassy minnow, Iowa darter, and <br />northern red belly dace (Reference-I 1)_ <br /> <br />Roadways which crosS the streams and obstruct the stream flows are the most significant factor causing flooding <br />in the study area_ In addition, several man-made structures such as buildings and fences are also categorized as flow <br />obstructions_ Records indicate that a high-intensity rain event occurred in the Plum Creek Watershed on the afternoon <br />ofJune 16, 1965_ This heavy rain caused a massive flood that severely damaged and washed out road embankments and <br />bridges on County, State and Interstate highways_ Seven homes, a church, the Grange hall, and the lower part of the main <br />street in Sedalia vanished during the flood. Five bridges, many culverts, and about four miles of the Denver and Rio <br />Grande Western Railroad's track were damaged_ The recurrence interval of this flood was estimated as greater than 500 <br /> <br />years (Reference-12). Subsequentto this flood event, the Plum Creek mainstream channel has been moving both laterally <br />and vertically as it attempts to refonn to a stable channel alignment and grade_ Over the past 35 years, this movement, <br />and associated aggradation and degradation, has affected the I OO-year floodplain elevations and area of inundation. In <br />1978, the Federal Emergency Management Agency (FEMA) conducted a Flood Insurance Study (FIS) for Douglas <br />County (Reference-l 1)_ This study defined the I DO-year floodplain for a majority of Plum Creek_ A revised study was <br />conducted in 1985 to include additional reaches to be studied by approximate methods. No base flood elevations were <br />provided. Additional studies were prepared from which the FlS was updated on March 15, 1993, none of which affected <br />the reaches included in the current analysis_ Thus, the floodplains for which the current study will be compared to were <br />either developed by approximate methods or were based upon channel conditions prior to 1978_ <br /> <br />The current Flood Insurance Rate Maps cover the following creeks and tributaries within the current study area: <br />1_ Detailed Studied Areas - <br />Plum Creek- <br /> <br />East Plum Creek - <br /> <br />One mile north of the Denver Highline Canal crossing upstream to the <br />confluence with West Plum Creek_ <br />From confluence with West Plum Creek upstream to Castle Rock <br />(outside of study area)_ <br />Through the Indian Creek Subdivision_ <br /> <br />Indian Creek - <br /> <br />2. Approximate Studied Areas - <br />West Plum Creek <br />Sterling Gulch <br />Highlands Gulch/Oxide Draw (unlabelled on FIRM) <br />Louviers Gulch (unlabelled on FIRM) <br />Indian Creek (outside oflndian Creek Subdivision) <br />Lehigh Gulch <br />Daniels Park Drain (labeled Indian Creek on FIRM) <br />Tributary 6500 (un labelled on FIRM) <br />Jarre Creek <br />Cohen's Drainage (un labelled on FIRM) <br /> <br />The FHAD study includes detailed studies of all the areas in the study area which were previously studied by <br /> <br /> <br />FEMA using approximated methods (except for Cohen's Drainage, which is not restudied as part of this FHAD)_ In <br /> <br />II-I <br />
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