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limited runoff has diminished its overall hydrologic function and subsequent farming <br />activities have taken advantage of the swale as tillable land. Reference to Figure 10.1, <br />however, shows that Wetlands A and C occur within this swale, while Wetland B lies <br />adjacent to it. The Wetland E, Type 1 acreage also occurs within this historic drainage <br />swale. General concept possibilities for the drainage corridor and how it fits into the <br />current design and the overall site stormwater mitigation plan are contained in Figures <br />17.2a, -b, and -c. The collection of features that will be incorporated into the new <br />drainage swale includes a channel to convey baseflow, ponds to store water and promote <br />infiltration, created and restored wetlands, and open space areas where excess water can <br />temporarily be stored. The specifics of these features will not be fully known until the <br />design phase proceeds prior to construction, but Figures 17.2a, -b, and -c contain <br />schematics of how these features will generally appear. <br />The presence of an historic drainage swale on the site presents an excellent opportunity to <br />incorporate the feature into the site drainage system as an amenity. Although the actual <br />drainage swale alignment will change, incorporating the vegetative and hydrologic <br />character of this historic drainageway can provide both functional and recreational value <br />to the feature. As shown in the preferred design in Figure 6.1, the corridor extends <br />beyond the current terminus, reaching into the Mississippi Regional Park, creating a <br />natural drainageway that could extend from Lake Itasca to the Mississippi River. <br />The introduction of a drainage connection to the northern wetlands (see Figure 6.6) <br />provides two more corridor connections that could establish greenways to connect to <br />northern Ramsey natural areas. The surface water system can be modeled with these <br />changes/additions in mind, and various optional innovative/natural surface water <br />management assumptions can be used to maximize storage, infiltration, and water quality <br />treatment within it. <br />Surface water as an Amenity. Water can be treated as a nuisance that must be moved <br />away quickly, or as an amenity that can enhance the natural features of a site. Ramsey <br />Town Center will use water as an amenity. The large events will be drained to prevent <br />flooding, and smaller events will be stored and infiltrated to the extent possible. <br />The primary drainage -related consideration for the City is to assure the movement of the <br />100-year runoff event through the site without damage due to flooding. The proposed <br />stormwater management system accomplishes this. However, with the sandy nature of <br />the soils on site (see Figure 12.2), there is also an opportunity to soak water from smaller <br />events into the ground to retain some of the recharge function that will otherwise be lost <br />with development. This combination of safely routing the 100-year event and trying to <br />reduce overall runoff from the site will form the basis for stormwater management <br />developed in Item 17. Under this approach, provision will be made to route, store and <br />treat the 100-year runoff event safely in a series of storm sewers, drainage swales, <br />floodways and ponds. The system will take maximum advantage of the central drainage <br />swale and its corridor to store water as it meanders through the site. Major storage will <br />occur in lined detention ponds, with open areas also available to detain smaller volumes <br />of water and allow it to soak into the ground after settling and vegetative filtering. The <br />17-2 <br />