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pond alternative. When compared to the recommended Alternative #1, the pond alternative is <br />actually more expensive: These two pond alternatives were eliminated from consideration <br />because of project economics, and because the land lost due to ponding is likely to have <br />significantly more value in the future as developable land. <br /> <br />The difference between Alternatives #I and #4 and Alternative #5, is the ultimate location of the <br />outlet. The suggestion to evaluate the use of the Sunwood Drive storm sewer came out of the <br />December 20th meeting with the property owners. Initially, there was concern over the capacity <br />of this storm sewer. However, discharge to this storm sewer would be an infrequent event and <br />would occur after the peak discharge from an intense storm had passed. It is a viable alternative <br />and one which is less costly than crossing Highway #10 and discharging to Tungsten Street. <br /> <br />The difference between Alternatives #1 and #4 relates to an issue of water quality treatment and <br />the directional movement of stormwater in the sewers. Alternative #4 has a storm sewer carrying <br />all storm flows to the regional pond, and a separate overflow pipe carrying the filled pond <br />discharge back to the Sunfish Lake Blvd. outlet. Alternative #1 utilizes a single pipe to handle <br />both functions. Under most storm events, runoff would be carried to the regional pond, In rare <br />events, when the pond becomes full, flow would back up and rise within the storm pipe until it <br />would reach an elevation of 855.2 in a control structure on the west end of the storm line. The <br />flow in the storm pipe would then reverse direction and flow westward into the Sunfish Lake <br />Blvd. storm outlet. Staff is recommending finalizing the study utilizing Alternative #1. <br /> <br />Finally, in completing the feasibility study, the value of the outfall from the regional pond will <br />need to be identified as a cost being contributed from outside the taxing district. I would suggest <br />that the cost of the 15" and 18" outfall sewer, identified in Alternative #4, be used for this <br />purpose, however other cost-shared methods may be considered between the Business Park 95 <br />and Highway #t 0 based on proportional areas. <br /> <br />Committee Action: <br /> <br />Motion to direct staff to finalize the feasibility study utilizing one or more of the alternatives <br />presented. <br /> <br />Provide direction on how the value of the outlet from the Business Park 95 pond should be <br />quantified. <br /> <br />Reviewed by: <br /> <br />City Administrator <br />City Attorney <br />Director of Public Works <br /> <br />PW: 01/18/99 <br /> <br /> <br />