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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 />I NTRODUCnON <br /> <br />A detailed description of the Pioneer Drainage Ditch and its function <br />in conveying storm runoff to the South Platte River is presented in the <br />Flood Plain Information Report and Drainage Plan prepared by Leaf and <br />Resource Consultants, Inc. (1983). The Pioneer Ditch receives storm <br />runoff from six service areas in the northwest and southwest quadrants of <br />the City. Runoff from other areas outside the city limits also enters the <br />Ditch throughout its length. <br /> <br />Regional Flooding <br /> <br />The Pioneer Drainage Ditch receives regional flood runoff from Pawnee <br />Creek overflows and from Sand Creek. Figure 1 is a map showing the extent <br />of flooding from the lOO-year event from these two sources. As seen in <br />Figure 1. runoff of th,is magnitude completely inundates the Ditch and <br />adjacent flood plain. It is emphasized that this report is concerned with <br />mitigating local drainage problems and not with regional flooding. Regional <br />flooding is thoroughly discussed by Leaf and RCI (1983). <br /> <br />Local Drainage <br /> <br />Originally, the function of the Pioneer Drainage Ditch was to lower <br />the water table for the primary purpose of growing crops. With development <br />, ' <br />along the Ditch. an additional burden has been added,that being to convey <br />the increased storm runoff from impervious areas to the river. Currently, <br />the Ditch is not capable of efficiently handling this increased runoff <br />from moderate storm events. Certain Ditch improvements, including the <br />removal of all bottlenecks, increasing waterway area, and realignment <br />have been proposed in the Master Drainage Plan (see Leaf and RCI. 1983). <br />