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<br />Work Scope <br /> <br />OBJECTIVE <br /> <br />Wenck's objective is to provide the City with a report that not only satisfies the nondegradation <br />requirements of the MPCA but also provides a tool that the City can use to incorporate into its future <br />development policies and ensure protection of water quality. The result of this study will show the <br />effectiveness of current development and stormwater management standards and, if necessary, provide <br />a framework to revise the standards if the study shows that nondegradation is not satisfied. The study <br />consists of three key steps: <br />1. An assessment of change in land use and imperviousness in the City from 1988 to current <br />(2004) and out to 2020 conditions <br />2. An associated pollutant load change with the land use change for total phosphorus (TP), total <br />suspended solids (TSS), and water volume. <br />3. Identification of appropriate BMPs to return to 1988 water quality conditions or better. <br /> <br />Once these steps have been completed, the City's SWPPP will be updated appropriately. The <br />following approach has been developed for the City of Elk River to address their nondegradation <br />requirements including the loading assessment and nondegradation report. <br /> <br />MODEL SELECTION <br /> <br />Wenck proposes development of a spreadsheet model for the City of Elk River. As stated previously <br />in the "Approach" subsection of the "Qualifications" section, the spreadsheet model will provide a <br />clear-cut method in calculating the loading assessment and allow Wenck staff to emphasize addressing <br />potential changes to stormwater management in the City. The spreadsheet model will utilize the US <br />EP A Simple Method. <br /> <br />Event mean concentrations are widely available from many literature sources. The Wenck project <br />team, however, is very familiar with reasonable concentrations for a variety of land uses through our <br />water resources work and experience with other nondegradation studies. Similar to event mean <br />concentrations, runoff coefficients are applied for different land uses to predict an annual runoff <br />volume. Simple multiplication of the concentration by the volume yields the loading rate from a <br />particular land use. <br /> <br />Load reductions for the current (2004) and 2020 conditions will be determined based on City <br />stormwater management standards. For those areas that developed according to the development <br />review standards, a load reduction percentage will be applied based on the results of the model. The <br />load reduction percentage for regional ponds not created as part of a development will also be <br />incorporated into the model. <br /> <br />GENERAL APPROACH <br /> <br />Throughout the study, the Wenck Project Manager will consult with City staff, local water authorities, <br />and MPCA staff to coordinate efforts and get buy-in on the methods and results. The first step of the <br />Wenck approach includes developing the loading assessment for the three time periods (1988, current, <br />and 2020). The second step includes applying the necessary load reductions for BMPs that have been <br />implemented by the City. The third step in the process includes analyzing the loading assessment and <br /> <br />T:\0598\OOINonDegradation Proposa1\Work Scope.doc <br /> <br />11 <br /> <br />,~Wenck <br />