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5.8. SR 12-19-1994
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5.8. SR 12-19-1994
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12/19/1994
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<br />MS ~ <br /> <br />l'ONSII/J1ING ~;NllINEERS <br /> <br />1326 Energy Park Drive <br />St. Paul, MN 55108 <br />612-644-4389 <br />1-800-888- 2923 <br />Fax: 612-644-9446 <br /> <br />CIVil ENGINEERING <br />ENVIRONMENTAL <br />.MUNIClPAl <br />PlANNING <br />SOLID WASTE <br />STRUCTURAL <br />SURVEYING <br />TRAffiC <br />TRANSPORT A TION <br /> <br />ELECTRICAl/MECHANICAL <br />ENGINEERING <br /> <br />HVAC <br /> <br />POWER DISTRIBUTION <br /> <br />SCADA <br /> <br />SYSTEM CONTROlS <br /> <br />_OFFICES IN: <br />INNEAPOLlS <br />PRIOR LAKE <br />S1. PAUL <br />W ASECA <br /> <br />December 15, 1994 <br />File: 230-000-00 <br /> <br />Mr. Pat Klaers <br />City Administrator <br />City of Elk River <br />P.O. Box 490 <br />Elk River, MN 55330-0490 <br /> <br />RE: DETAILED WESTERN AREA SURFACE WATER MANAGEMENT PLAN <br /> <br />Dear Mr. Klaers: <br /> <br />As you are aware, the City Council has recently authorized the acquisition of 2 feet contour <br />aerial topography for the remaining undeveloped portion of the Western Area. We are <br />currently in the process of completing the survey ground control to submit to Mark Hurd <br />& Associates, such that they can provide the aerial topography to us. That. aerial <br />topography will be very useful in proceeding with the next step in the Comprehensive <br />Storm Drainage Plan for this area. That step would be the detailed layout of a storm sewer <br />system. The detailed system would provide the following information: <br /> <br />· Delineate watershed basins on an after-development basis. <br />· Model the existing peak discharges from each of these watershed basins. <br />. Model the preliminary proposed peak discharge from each watershed basin using <br />the fully developed conditions, given the recent rezoning of the area. <br />. Develop a preliminary stormwater plan to satisfy both the stormwater detention <br />requirem~nts as necessary, and also water quality requirements. <br />. Develop a preliminary pipe network consisting of main trunk sewer and outlets for <br />each stormwater pond, including pipe sizes, elevations, alignments, and peak flows. <br />· Identify t..'le outlet for each area and the maximum flow rate. <br />· Prepare detailed cost estimate of the proposed improvements. <br />. Summarize conclusion and recommendations in a written report, including Exhibits, <br />which can be utilized by developers of the area. <br /> <br />As you are aware, the areas that have currently developed in the Western Area were done <br />prior to a detailed stormwater plan, such as the one outlined above. This caused many <br />issues to be raised, such as which areas should flow into which pipes, where ponds should <br />be located, and whose stormwater could run into which pond. By completing a detailed <br />plan prior to additional development in the area, we should be able to minimize, if not <br />eliminate these types of issues in the future. The cost of such a plan could be included with <br />the costs of the stormwater system to be constructed since it constitutes a preliminary <br />design, and eventually assessed back to the developing and benefitting areas as part of the <br />overhead costs for the storm drainage facilities. <br />
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