Laserfiche WebLink
<br /> <br />3-3 <br />3-3 <br />3-4 <br />3-4 <br />3-4 <br />3-4 <br />3-4 <br />3-4 <br />3-4 <br />3-5 <br /> <br />3.6.5 Retention Storage Losses <br />3.6.6 Infiltration Losses .... <br />UDSWM2 Modelling . . . . . . . . . . . . . . . . . . . <br />3.7.1 Conveyance .Element Identification Number <br />3.7.2 Stream Geometry . . . . . . . . . . . . . . <br />3.7.3 Roughness ...................... <br />3.7.4 Routing Connectivity. . . . . . . . . . . . . . . <br /> <br />Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> <br />3.8.1 Baseline Peak Flows, Hydrographs, and Runoff Volumes <br />3.8.2 Comparison to Previous Studies .. <br /> <br /> <br /> <br />3.7 <br /> <br />3.8 <br /> <br />Page <br /> <br />Alternative Evaluation Report <br /> <br />...,. ................ .. 1"""\1I 111 <br />upper Jjox ~laer l;reeK <br />Outfall Systems Planning Study <br /> <br />Contents <br /> <br />Section <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />4-1 <br />4-1 <br />4-1 <br />4-1 <br />4-3 <br />4-3 <br />4-4 <br />4-4 <br /> <br />Stormwater Problems and Opportunities <br />4.1 Flood Impacts. . . . . . . . . . . . . . . <br />4.2 Stream Stability ............. <br />4.2.1 General Stream Response . . . . . . . . <br />4.2.2 Assessment of Stability Based on History <br />4.2.3 Summary. <br />4.3 Riparian Resources <br />4.4 Water Quality. . <br /> <br />4.0 <br /> <br />1-1 <br />1-1 <br />1-1 <br />1-1 <br />1-1 <br />1-1 <br />1-1 <br />1-3 <br />1-3 <br />1-3 <br /> <br />Introduction .... <br />1.1 Authorization <br />1.2 Purpose. . . . <br />1.3 Scope of Work <br />1.4 Mapping. . . . . . . . . . . <br />1.5 Background Information . <br />1.6 Project Advisory Committee <br />1.7 Study Goals and Objectives <br />1.8 Alternative Development Process <br />1.9 Acknowledgements... . <br /> <br />1.0 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />5-1 <br />5-1 <br />5-1 <br />5-2 <br />5-2 <br /> <br />Alternative Formulation . . . . . . . . .. . <br />5.1 Formulation of Alternative Concepts . <br />5.2 Preliminary Screening of Alternative Concepts <br />5.3 Refinement of Alternative Concepts. . . . <br />5.4 Development of Alternatives 1 through 6 <br /> <br />5.0 <br /> <br />6-1 <br />6-1 <br />6-1 <br />6-3 <br />6-4 <br /> <br />Evaluation of Alternative Plans <br />6.1 Basis of Evaluation .. . . <br />6.2 Probable Capital Costs . . . . . . .. <br />6.3 Hydrologic Impact of Alternatives <br />6.4 Qualitative Evaluation of Alternatives <br /> <br />6.0 <br /> <br />2-1 <br />2-1 <br />2-1 <br />2-1 <br />2-1 <br />2-1 <br />2-3 <br />2-3 <br />2-3 <br />2-3 <br /> <br />Study Area Description ........ <br />2.1 Topography and Physiography <br />2.2 Soils. . . . . . . . . . . . . . . . <br />2.3 Surface Water Resources .. <br />2.3.1 Stream Characteristics <br />2.3.2 Reservoirs ..... <br />2.3.3 Diversions ..... <br />2.3.4 Flood History . . . <br />2.4 Vegetation. . . . . . . . . . <br />2.5 Watershed Imperviousness <br /> <br />2.0 <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />7-1 <br />7-1 <br /> <br />8-1 <br /> <br />11 <br /> <br />7.0 Recommended Alternative ....... <br /> 7.1 Recommended Alternative Plans <br />8.0 References <br /> <br />3-1 <br />3-1 <br />3-1 <br />3-1 <br />3-1 <br />3-2 <br />3-2 <br />3-2 <br />3-2 <br />3-3 <br />3-3 <br />3-3 <br />3-3 <br />3-3 <br /> <br />Baseline Hydrology Analysis <br />3.1 Major Watersheds ... <br />3.2 Subwatersheds. . . . . <br />3.3 Streams. . . . . . . . . . <br />3.4 Hydrologic Models .. <br />3.5 Rainfall. . . . . . . . . . <br />3.5.1 Criteria ..... <br />3.5.2 Rainfall Depths <br />3.5.3 Hyetographs.. <br />3.6 CUHP Modelling ............ <br />3.6.1 Delineation of Subwatersheds <br />3.6.2 Imperviousness..... <br />3.6.3 Slope............ <br />3.6.4 Time of Concentration <br /> <br />DENlOOlS182.WPS <br /> <br />3.0 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />