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Agenda - Council - 02/09/1999
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Agenda - Council - 02/09/1999
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
02/09/1999
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RECONSTRUCTION OF TRUNK HIGHWAY 47 <br />ENVIRONMENTAL ASSESSMENT <br />RESPONSES TO WRITTEN COMMENTS <br /> <br />Metropolitan Council <br /> <br />Dischargc volumes and pollutant loading calculation were not provided in thc EA <br />because final plans for storm water detention/treatment measures have not bccn <br />completed, and these measures will have an i~npact on the anticipated water quality and <br />quantity discharged from the project area after construction. Based on cra-rent plans, <br />runoff volumes generated by impervious sm'faces and areas adjacent to the roadway that <br />discharge to the system are anticipated to increase fi'om the existing 3,060 xn3 (2.5 acre- <br />feet) to 5,084 m'~ (4.0 acre-feet) after construction of the proposed improvements (as <br />determined using Soil Conservation Service methodology for a 2.5 inch, 24-hem' storm <br />event). <br /> <br />Thc current design incorporates as "urban" roadway section (i.e. cm'b and gutter) to <br />convey water from approximately 60 percent of the project corridor to three <br />detenlion/trcatment ponds designed to meet WMO and Nationwide Urban Runoff <br />Program (NURP) standards. The remaining portions of the project corr/dor -- that cannot <br />be cm~vcyed to treatment ponds due to topographic constraints -- will be constructed to <br />"rural" roadway sections, where water is conveyed and Ireatcd via dilches with ditch <br />blocks. It should be noted that the sandy soils in the project area make it likely that much <br />of the surface water being conveyed in thc ditches/ditch blocks or held in ponds will <br />infiltrate into the soil, reducing thc overall volume of water being discharged ('rom the <br />project area. <br /> <br />The details of the convcyance/trcatmcnts facilities and the exact size of thc proposed <br />detention ponds arc unknown at this time as design plans are still being finalized. <br />However, final design plans submitted for project permitting will incorporate Best <br />Management Practices (BMPs) and design features as required to conform to the NPDES <br />permit and I,ower Rum River WMO requirements. <br /> <br />2 <br /> <br />Thc amount of salt and sand required to be applied to roadways for winter de-icing is <br />based lm'gely on weather conditions, however, Mn/DOT has identified and implemented <br />strategics for minimizing the water quality impacts of these operations on all roadways <br />they maintain, including TH 47. Similar measures have been implemented by local <br />governments to decrease pollution and to minimize costs associated with applying thc <br />materials. Examples of mitigation strategics to minimize the impacts of road de-icing <br />materials include: <br /> <br />a) <br />b) <br />c) <br /> <br />Minimize thc amount of salt and sand used to thc extent possible, <br />Usc a salt/sand mixture with a litdc salt as possible. <br />Prcwet salt and sand prior to use to increase thc amount lhat sticks to Ibc <br />road surface. <br /> <br /> <br />
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