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4.4. SR 03-20-2017
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4.4. SR 03-20-2017
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LIST OF TABLES <br />1 Elk River Wastewater Treatment Facility Influent Flow.........................................7 <br />2 Elk River Historical Monthly Influent Load............................................................8 <br />3 Allocation of WWTF Capacity..............................................................................10 <br />4 Elk River Landfill Leachate Characteristics..........................................................12 <br />5 Carbon:Nitrogen:Phosphorus Ratios.....................................................................16 <br />6 Theoretical Performance of the Existing Ultraviolet Disinfection System <br />at Reduced UV Transmittance due to Leachate Blending....................................17 <br />7 Summary of Municipal WWTF Receiving Leachate from WM Landfills ............18 <br />LIST OF FIGURES <br />1 Urban Service Area....................................................................................Follows 6 <br />2 Historical Elk River WWTF Flow..........................................................................7 <br />3 Historical Elk River WWTF CBOD5 Load..............................................................9 <br />4 Leachate Forcemain Options....................................................................Follows 19 <br />APPENDICES <br />Appendix A Memorandum of Understanding — Landfill Leachate and Municipal Biosolids <br />Appendix B National Pollutant Discharge Elimination System (NPDES) Permit MN 0020788 <br />Appendix C Elk River Landfill Fact Sheet <br />Appendix D Waste Management Elk River Landfill Leachate Data (2011-2014) <br />Appendix E Excerpts from EPA Local Limits Development Guidance <br />Appendix F Preliminary Opinion of Estimated Project Cost <br />Appendix G Flow Monitoring Results <br />City of Elk River, Minnesota —121.109643 Page ii <br />Elk RiverlWaste Management Leachate Study Prepared by Bolton & Menk, Inc. <br />
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