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5.0 Issues Assessment <br />5.1 Resolved Issues & Past Project Examples <br />The following sections provide descriptions of past example projects and resolved issues. <br />Figure 18 identifies the locations of the following examples. <br />5.1.1 Rosewood Neighborhood Drainage Improvements <br />The existing storm sewer system in the Rosewood neighborhood consists of a network of <br />pipes that lead to a manhole at Draper Avenue and Midland Hills Road. From this manhole, <br />the storm water runoff flows through a dual pipe system west to Walsh Lake. The existing <br />storm sewer system was built in the 1970's and additional build -out of the neighborhood, <br />which included the filling of wetlands, resulted in an under -sized storm sewer system for <br />today's conditions. <br />The pipe configuration at Draper Avenue and Midland Hills Road creates a bottleneck on the <br />system, which causes localized street flooding. The streets in this neighborhood are in good <br />condition; upsizing the entire storm sewer system wouldn't have been a cost- effective manner <br />in which to improve the drainage conditions, as it would have required significant pavement <br />removal and excavation. In addition to costs, upsizing the pipe would increase flow rates into <br />Walsh Lake. Since the outlet of Walsh Lake is controlled by a lift station, increased flow to <br />Walsh Lake could cause significant problems downstream and localized flooding <br />Instead, the City of Roseville installed 19 neighborhood <br />raingardens in the Walsh Lake area to encourage <br />infiltration of stormwater runoff and alleviate frequent <br />local flooding problems. Additionally, alarge <br />underground storage /infiltration device was installed <br />and Rosewood Wetland was expanded to provide <br />additional stormwater storage and treatment capacity in <br />this area. Creating additional storage possibilities <br />throughout the existing storm sewer system alleviated <br />the stress on the existing system; reduced the threat of <br />flooding, while also improving water quality. By <br />creating additional storage to reduce the risk of <br />flooding, street flooding has also been reduced. <br />5.1.2 Aladdin Street Bioinflltrad on Basin Retrofit Installation <br />A long urbanized area along Aladdin Street in <br />Roseville drains to a wetland which is hydraulically <br />connected to Lake Owasso. To provide water quality <br />treatment for this area the Grass Lake Watershed <br />Management Organization, in cooperation with the <br />Ramsey Conservation District and City of Roseville, <br />installed a bioinfiltration basin with funding <br />provided by the Clean Water Land & Legacy <br />Amendment Fund. <br />5.1.3 Arena Pond Reconstruction <br />Arona pond is located within the Applewood Pointe redevelopment area. Prior to <br />development, this pond was a landlocked basin. For years, the normal water level of the pond <br />was governed by infiltration. As the surrounding area developed, the basin became a part of <br />Comprehensive Surface Water Management Plan ROSEV120222 <br />City of Roseville Page 27 <br />