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FLOOD08209
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Last modified
1/29/2010 10:15:24 AM
Creation date
10/5/2006 3:28:22 AM
Metadata
Fields
Template:
Floodplain Documents
County
Adams
Arapahoe
Douglas, Jefferson
Community
Denver Metroploitan Area
Stream Name
South Platte River, Chatfield Dam to Baseline Road
Basin
South Platte
Title
Major Drainageway Planning
Date
8/1/1984
Prepared For
Denver Metropolitan Area
Prepared By
Wright Water Engineers, Inc.
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />VI-7 <br /> <br />point sources. During the April through September 1980, point sources <br />accounted for only about 14 percent of the flow yet produced about 67 per- <br />cent of the phosphorus and nitrogen loads an& about 24 percent of the total <br />organic carbon load from all sources(3). <br /> <br />bilization will consist of riprap beneath the normal water surface and r'ip- <br />rap mixed with earth above the normal water surface. Revegetation will <br />occur in the earth which wi 11 be mixed in with the riprap above the normal <br />water surface. At crossings between meanders, cobbles will be placed on the <br />river bottom to stabilize bottom sediments. Sank stabilization with riprap <br />and bottom stabilization with cobbles will be carrieD out only in selected <br />locations, and in both cases, only minimal excavation will be required. <br /> <br />Stormwater runoff loads were significant for total suspended solids and <br />total lead. The relative percentages of volume produced from stormwater <br />were, however, small in comparison with other sources. Data presented in <br />Table VI-II indicate that stonn runoff was only 9 percent of the volume of <br />water that passed through the basin between April and September 1981, yet <br />stormwater contributed about 76 percent of the total suspended solids load. <br />A similar pattern is evident for lead where 47 percent of the total basin <br />load was due to stormwater runoff. In comparison, only about 5 percent of <br />the nitrogen and phosphorous loads was carried by the storm runoff volume in <br />the basin. <br /> <br />Incorporating riprap into stream banks and zones of cobbles in selected <br />reaches of the river bottom will limit erosion within the river channel, and <br />will provide aquatic habitat which has not previously existed in the river <br />in Adams County. Cobbles and riprap should be incorporated in such a way <br />that they will not be buried by sediment and not subject to being washed <br />downstream. Other artificial habitat improvement structures should be <br />investigated. As the result of the introduction of large riprap and <br />smaller cobbles, variable velocities will be associated with the channel; <br />such variability is important ecologically. <br /> <br />IMPACT DF FLOOD CONTROL ALTERNATIVES ON RIVER WATER WUALITY <br />Introduction <br />The following discussion represents a brief synopsis of the implications of <br />stream-bank stabilization, 1 imited channelization and potential lake devel- <br />opment. This discussion is general in nature rather than site specific. A <br />detailed water quality analysis of the South Platte River, both under exist- <br />ing conditions and under conditions associated with future modifications, is <br />beyond the scope of this report. <br /> <br />Although vegetation which currently exists along the shoreline will tempor- <br />arily be destroyed during the placement of riprap, sucn vegetation will <br />quickly be reestablished; therefore, sediment will be secured a9ainst ero- <br />sion and particular types of vegetation, which can serve as either nutrient <br />sources or sinks depending upon ambient nutrient concentrations in the <br />river, will be restored. <br /> <br />Implications of Streambank Stabilization and Limited Channelization <br />Generally, the activities of streambank stabilization and limited channeli- <br />zation as described within this Master Plan will not permanently adversely <br />affect water quality and the aquatic habitat of the South Platte River. To <br />the contrary, the stabilization and channelization proposed may be benefi- <br />cial to the aquatic habitat of the river. <br /> <br />In the aftermath of construction activity in the river, flows may contain <br />enough sediment to give the water a cloudy appearance and limit light trans- <br />missibility. High turbidity levels will adversely affect aquatic habitat in <br />various ways, although these effects will only be temporary in nature. <br /> <br />Streambank stabilization will focus on outside bends of the river at selec- <br />ted locations, while inside bends will be left as they are presently. Sta- <br /> <br />The interaction between flowing water and bottom sediments is important in a <br />river. Sediments can alternately retain nutrients, metals and other sub- <br />stances or export these substances depending upon various environmental fac- <br />tors. The capability of bottom sediments to export or retain substances is <br />
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