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Last modified
1/26/2010 10:09:23 AM
Creation date
10/5/2006 4:24:10 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
206
County
Larimer
Community
Fort Collins
Stream Name
Fossil Creek Drainage Basin
Basin
South Platte
Title
Master Drainageway Planning - Fossil Creek Drainage Basin, Fort Collins, Larimer County, Colorado
Date
8/1/1982
Designation Date
1/1/1983
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 />highest aggradation potential. Since the equilibrium slope analysis is long <br /> <br /> <br />term, it may be some time before this aggradation manifests itself as a <br /> <br /> <br />problem. This is especially true of the first three reaches, which are pri- <br /> <br />marily broad grassy swales. Aggradation within these reaches is primarily <br /> <br /> <br />caused by high resistance to flow due to vegetation in relation to shallow <br /> <br /> <br />flow depths. Dredging a low-flow channel or ditch through these reaches would <br /> <br /> <br />probably stop any aggradation. Severe aggradation in Lang Gulch is due mainly <br /> <br />to the sediment load from Smith Creek. Dredging or clearing Smith Creek would <br /> <br /> <br />aggravate the problem on Lang Gulch. Dredging of deposited sediments within <br /> <br /> <br />the aggrading portion of Lang Gulch may be necessary to prevent the stream <br /> <br /> <br />from becoming braided or meandering. Likewise, dredging the upstream portion <br /> <br /> <br />of Burns Tributary would result in increased aggradation in the lower portion <br /> <br /> <br />of Burns Tributary. <br /> <br /> <br />The only reach experiencing problem degradation is Stanton Creek from <br /> <br /> <br />Fossil Creek to just below County Road 32. Here, the flow is confined to a <br /> <br /> <br />deep channel and high velocities develop. Several erosion control structures <br /> <br />could effectively control this erosion. <br /> <br /> <br />Further erosion problems occur mainly below culvert outlets where local <br /> <br /> <br />scour due to the culvert, combined with general degradation in the downstream <br /> <br /> <br />reach, may lead to large undesirable scour holes just downstream of the <br /> <br /> <br />culvert. Particular instances of this are Fossil Creek at Shields Street, <br /> <br /> <br />Fossil Creek at Fossil Ridge Drive, and Fossil Creek at the colorado & <br /> <br /> <br />Southern Railroad crossing. Additional problems of a similar nature occur on <br /> <br /> <br />Lang Gulch at Colorado & Southern Railroad Crossing No.4, and possibly below <br /> <br /> <br />Trilby Road (County Rvad 34). Scour problems below culverts can be corrected <br /> <br /> <br />by use of an energy-dissipating device or riprap at the culvert outlet. <br /> <br /> <br />Fossil Creek near Portner Reservoir is slightly aggrading, which causes <br /> <br />it to meander. Due to this meandering as previously noted, the stream is <br /> <br /> <br />attacking the embankment which impounds Portner Reservoir. From field obser- <br /> <br /> <br />vations, considerable erosion of this embankment is apparent and it should <br /> <br /> <br />probably have some form of protection, such as gabions, installed. <br /> <br /> <br />Downstream of Fossil Creek Drive all the way to Fossil Creek Reservoir, <br /> <br /> <br />Fossil Creek is naturally aggrading, however, restrictive culverts at County <br /> <br /> <br />Roads 13 and 34 have caused extreme change from the natural condition. <br /> <br /> <br />Considerable ponding, even at moderate flows, occurs upstream of both <br /> <br />culverts. This results in deposition of nearly all sediment being transported <br /> <br />to these points and subsequent clear-water discharge downstream of the <br /> <br /> <br />culverts, which leads to aggradation upstream and severe degradation <br /> <br /> <br />downstream of the culverts. Remedial measures include resizing and replacing <br /> <br /> <br />these culverts and/or channel protection, such as riprap or concrete lining, <br /> <br /> <br />downstream of the culverts. <br /> <br />49 <br />
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