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<br />XI-3 <br /> <br />Utility Crossings. The design and construction of utility crossings, either <br />under the river bed or overhead, should not cause increased flood hazards or <br />an increase in flood water surface. Such crossings should allow for river <br />bed degradation of at least three feet without causing an obstruction. <br />Existing crossings which already create or contribute to flood or erosion <br />problems should be modified. <br /> <br />Regional Recreational Plans. South Platte River parks and recreation devel- <br />opment plans, gravel mine operations and permits, and river corridor devel- <br />opment shall be fully coordinated with regional recreational plans of the <br />various governmental entities, or groups of entities. <br /> <br />Drops and Check Dams. Design of river flow obstructions such as drops and <br />checks dams must consider the impact of construction on the flood carrying <br />capacity of the channel. <br /> <br />Design Criteria <br />The following specific criteria are used to develop alternatives for this <br />Master Plan. <br /> <br />Groundwater. The quality and quantity of the alluvial groundwater in the <br />natural floodplain of the South Platte River should be protected from dete- <br />rioration and diminution. <br /> <br />Flood Hydrology. <br />be compatible and <br />Table 111-5. <br /> <br />All planning and design for the South Platte River shall <br />in accordance with the following design floods given in <br /> <br />Inactive Gravel Mines. Flood hazards should not be increased over natural <br />South Platte River floodplain conditions due to the presence of unman aged <br />inactive gravel mines. <br /> <br />Normal flood period releases from Chatfield, Bear Creek, and Cherry Creek <br />Reservoirs may be up to 5,000 cfs. Such releases for planning and design <br />are not to be added to floods generated downstream of the dams due to <br />rainfall occurrences. <br /> <br />Active Gravel Mines. Mining of gravel in the natural floodplain of the <br />South Platte River should be undertaken in a manner so as not to increase <br />flood hazards or adversely impact the quality or quantity of surface and <br />groundwater. <br /> <br />Low Flow Hydrology. Average monthly low flows in the South Platte River, <br />based on a dry year analysis, for near term planning and design purposes are <br />listed below. Low flow hydrology for future years under changed municipal <br />water supply river and reservoir operations are discussed in Section V. <br /> <br />Mining Requests. All applications for gravel permits should include en- <br />forceable post mining reclamation plans containing post mining land use pro- <br />posals for approval, realizing that not all gravel pit lakes can be prudent- <br />ly utilized for recreation, and further that a 20-mile long reach of the <br />river in Adams County should not be a river of water filled holes. <br /> <br /> Littleton Denver Henderson <br /> Gage Gage Gage <br />Month (cfs) (cfs) (cfs) <br />January 39 78 163 <br />February 44 84 229 <br />March 56 95 168 <br />April 51 102 197 <br />May 82 218 405 <br />June 164 229 539 <br />July 274 294 519 <br />August 146 197 311 <br />September 58 88 215 <br />October 42 67 144 <br />November 60 116 173 <br />December 36 84 221 <br /> <br />Floodplain Management Program. The South Platte River corridor should have <br />a floodplain management program throughout its entire 40 mile reach. Parti- <br />cular emphasis should be placed upon floodplain management between Sand <br />Creek and Baseline Road (Brighton). <br />