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Agenda - Public Works Committee - 02/21/2023
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Agenda - Public Works Committee - 02/21/2023
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Public Works Committee
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02/21/2023
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Name: Ramsey Parkway Center Median Analysis <br />Date: February 19, 2018 <br />Page: 2 of 3 <br />are restricted from infiltration. Therefore, the water quality medians must be filtration systems (rather <br />than infiltration systems), with a perforated underdrain and impermeable liner. Three liner types were <br />considered for this analysis: <br />• Woven geotextile with very low permeability, <br />• Clay liner, and <br />• Rubber liner (ethylene propylene diene monomer, EPDM, rubber). <br />Figure 2 depicts a typical section commonly used for filtration applications. <br />For depressed median alternatives, we assumed tree, shrub and perennial plantings would be used in the <br />intersection and high visibility areas. Native seeding (prairie grasses with flowering plants) would be used <br />in other areas. This type of vegetation provides for nutrient uptake, volume reduction, offers aesthetic <br />benefits, and provide a traffic calming effect. Native, salt -tolerant plant species are typically utilized to <br />offer the greatest potential for long-term sustainability. <br />Trees are recommended throughout the median area per The COR Design Framework (November 27, <br />2012). For comparative purposes, a planting plan similar to that used in the median east of Center Street <br />was used for the raised median option. <br />Benefits and Disadvantages of Liner Options <br />Given the infiltration restrictions on site, an impermeable liner is recommended to ensure that that critical <br />groundwater resources are protected from unexpected contamination. The advantages and disadvantages <br />of each liner option considered are presented below: <br />1) Woven Geotextile: Woven geotextile fabric is a cost effective option for separating the <br />bioretention medium from the underlying sandy soils. While the geotextile has a very low <br />permeability, it is not 100% impermeable. The underlying coarse filter aggregate and perforated <br />drain tile will naturally force water along the path of least resistance into the tile. Little water is <br />expected to pass through the geotextile layer. <br />2) Clay Liner: Clay liners have a long history of use and are a popular choice in bioretention basins <br />that have difficulty holding water. The clay liner must be thick (up to 12") to be truly <br />impermeable. These liners have a tendency to fail over time and must be continually monitored <br />for effectiveness. If the liner were to fail, a portion of the bioretention basin would have to be <br />removed for repair of the clay liner. <br />3) EPDM Rubber Liner: The EPDM liner is the safest choice for groundwater protection because it <br />is 100% impermeable and has a relatively long service life. EPDM liners are the most expensive <br />option and can be difficult to install. <br />Estimated Costs <br />Costs are based on standard cross sections and median widths, as shown in Figure 2. <br />The filtration medium, planting medium, and under drain depths are based on the Minnesota Pollution <br />Control Agencies recommended design for a bioretention facility with an underdrain. <br />Estimated costs are summarized in the following table. Costs are shown per linear foot, with project costs <br />reflective of 1,565 feet of total depressed or raised median length. Costs do not include curb and gutter, <br />
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