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5.5. SR 08-06-2007
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5.5. SR 08-06-2007
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<br />f <br /> <br /> <br />We propose no analysis of City land <br />that has not changed since 1988, <br />unless it lies within the Cities <br />currently defined 2020 growth area. <br /> <br />discharges across municipal boundaries. Evaluation point selection will be <br />based upon discussion with, and guidance from, the MPCA. <br /> <br />We propose no analysis of City land that has not changed since 1988, <br />unless it lies within the City's currently defined 2020 growth area. Our <br />preliminary conversations with the MPCA indicate that this approach will <br />be accepted. The areas that have developed since 1988 are indicated in <br />the City's RFP and include no more than 5,000 acres. <br /> <br />The growth area will be defined by City staff. Within the growth area, we <br />assume treatment levels consistent with current City policy. It is <br />conceivable that analysis of Elk River's growth area will show that current <br />City policies lead to increased loadings. If this is the case, we will <br />determine load limits for the two pollutants and water volume that bring <br />the City into compliance with nondegradation requirements. These load <br />limits might become the basis of future City policy for the growth area. <br /> <br />Whatever the City's decision regarding loadings from future growth areas, <br />these will be discussed in the Nondegradation Report prepared under this <br />project. One critical aspect to our approach emphasizes that rural <br />residential land use of a certain minimum lot size reduces loadings of the <br />two pollutants and water volume. Consequently, these rural residential <br />areas of the growth plan do not need to be analyzed in this project. <br /> <br />Based on our work with previous loading assessments, we have compiled <br />volumetric runoff coefficients and phosphorus concentration values that, <br />when combined with precipitation data, generate anticipated loading rates <br />for specific land uses. Using this previous experience, we will establish <br />loading rates associated with individual land use conditions, and use these <br />to complete a GIS-based loading assessment for Elk River. We will define <br />hydrologic and pollutant loading parameters similar to those we are using <br />in our other Loading Assessments. These assumptions will be modified as <br />needed to match the unique soils, topography, and climate of the Elk River <br />area. <br /> <br />Elk River's hydrologic and pollutant loading parameters will be supported <br />by the same literature citations used for our ongoing Loading Assessments. <br />This means a consistent approach is pursued among the various MS4 <br />Cities. We have reviewed our hydrologic and pollutant loading parameters <br />with the MPCA, and though the MPCA is reluctant to endorse a particular <br />approach, they indicate there is acceptance for our assumptions regarding <br />these parameters. <br /> <br />The analysis required for the Loading Assessment is based entirely on <br />changes in land use and the estimated resulting changes in pollutant <br />loading. The reduction in pollutant loading from BMPs, typically ponds, <br />will be reflected in coefficient changes for pollutant loading from the <br />appropriate land areas. In most cases, modeling water quality in the <br />receiving waters will not be necessary or appropriate for the Loading <br />Assessment. <br /> <br />-# Bonestroo <br /> <br />6 <br />
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