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Agenda - Council - 10/27/2015
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Agenda - Council - 10/27/2015
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Meetings
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Council
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10/27/2015
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The numerous natural depressions found throughout Ramsey have been incorporated into <br />the SWMP as ponding areas. The effective use of ponding areas enables the installation <br />of outflow sewers with reduced capacities since the design storm duration is effectively <br />increased over the total time required to fill and empty the ponding reservoirs. Storm <br />sewers represent a sizable investment for the community and this investment can be more <br />efficiently utilized by ponding storm water in designated ponding areas and allowing <br />smaller diameter pipes to be used as outfall lines. <br />Equally as important as flood control and cost considerations, is the use of ponding areas <br />to: <br />1. Improve water quality; <br />2. Return storm water to the groundwater table; <br />3. Increase water amenities in developments for aesthetic, recreational and wildlife <br />purposes. <br />For water quality ponds, the storage below the outlet is the most important consideration. <br />The area and depth of the ponds may differ from the values presented here, storage below <br />the outlet must be provided so that the prescribed pollutant loading of the system is not <br />exceeded. <br />From time to time, local developers proposed enhancing required storm water ponds to <br />also serve as an amenity for new development. Most frequently, this entails allowing the <br />storm water pond to consistently maintain a certain level water. Amenity aspects are <br />maximized by careful planning in the initial development of any residential or industrial <br />area and by integrating the ponding system into an overall comprehensive SWMP. <br />However, care should be given to make the developer responsible for the design water <br />level to serve as the amenity above and beyond the base storm water requirements. If <br />development plans show a permanent water level, it is strongly advised that the City <br />include a provision in its development agreements making the developer and ultimately <br />the subdivision or development area responsible for maintaining the water level. The <br />City's review should include wording that specifically addresses water quality and <br />hydraulics and not the permanent water level. The Anoka Sand Plain is known for its <br />high infiltration capacity as well as its fluctuating water levels. The City of Ramsey <br />should not be involved in maintaining or engineering water level maintenance. <br />The wildlife aspects of the ponding areas shall be maximized in design and the proper <br />location of the trail system will allow good access to these areas for wildlife observation. <br />It is extremely important that each area be re-evaluated at the time of final design to <br />confirm the criteria used in this study and to make any changes that a proposed <br />development may dictate. Special consideration must be given to areas that develop <br />differently than shown in the Comprehensive SWMP, especially when a higher runoff <br />coefficient (higher impervious surface ratio) is likely to result from development. <br />All storm sewer facilities, especially those conveying large quantities of water at high <br />velocities, shall be designed with efficient hydraulic characteristics. Special attention <br />shall be given during final design to those lines that have extreme slopes and create high <br />hydraulic heads. <br />The Best Management Practices (BMPs) recommended by the MPCA shall be followed <br />wherever necessary or plausible. Before the City would enforce any of these BMPs, they <br />first need to be adopted by ordinance on a case by case basis. This paragraph is not <br />intended to be a blanket adoption of BMPs. <br />Section IV <br />October 21, 2015 Page 33 <br />
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