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03-05-2018 Council Work Session Packet
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03-05-2018 Council Work Session Packet
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<br />WS – Item #4 <br /> <br />WORK SESSION STAFF REPORT <br />Work Session Item No. 4 <br /> <br />Date: March 5, 2018 <br /> <br />To: City Council <br /> <br />From: Diane Hankee, PE, City Engineer <br /> <br />Re: West Shadow Roadway Reconstruction Project <br /> <br />Background <br /> <br />Culvert between Reshanau Lake and Rice Lake <br /> <br />As part of the West Shadow Lake Drive Roadway Reconstruction project, the culvert under West <br />Shadow Lake Drive, connecting Rice Lake and Reshanau Lake will need to be replaced. The <br />culvert is an existing 48-inch arch sitting on top of saturated peat soils. City staff have noted <br />over the years that the culvert is plugged with an unknown blockage. The project proposes to <br />minimize future pipe heaving and roadway settling by excavating the peat soils, replace the <br />culvert, and increase the culvert length in order to accommodate a wider roadway for public <br />safety and mobility. <br /> <br />During the preliminary design of the project, the City received a letter on September 1, 2017 <br />from the residents along Reshanau Lake. The letter asked for consideration of alternative <br />methods for controlling the connection between the two lakes with “the goal of allowing the <br />same or more amount of water movement between the lakes, but restricting the elevation that <br />Reshanau Lake should decline,” and proposed a type of damming device or multiple smaller <br />pipes. <br /> <br />City staff has met with and coordinated with the Rice Creek Watershed District (RCWD) and the <br />Minnesota Department of Natural Resources regarding this project. Agency recommendations <br />are to replace the culvert to the original design conditions to preserve the existing hydrologic <br />connection between Rice Lake and Reshanau Lake. <br /> <br />The City completed a lake level analysis using a HEC-RAS model. The model evaluated both the <br />blocked condition (where three feet of the culvert’s 3.75-ft height is assumed blocked) and the <br />original 1998 design conditions. The 2-, 10-, 100-year 24-hour design storms were evaluated, as <br />well as the 100-year 10-day snowmelt event. <br /> <br />Larger events, such as the 100-year flood, overtop West Shadow Lake Drive and floodwaters <br />equalize between Reshanau Lake and Rice Lake. For smaller events, there is a more noticeable <br />impact on lake level elevations for Reshanau Lake, increasing the peak elevation for a 2-year <br />event by more than six inches. <br />
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