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CCP 10-10-1995
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CCP 10-10-1995
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<br /> I OCT-\)4-1995 14:08 1 612 755 6240 1 612 755 1362 P.G3 <br /> I F)(\-\\8rT 6 3/t./- <br /> it Outlet Desion <br /> I The outlet will provide skimming of the site runoff (RWCD), <br /> control the outflow rate (RWCD), and to reduce the impact to <br /> downstream waterbodies (DNR). A baffled weir and 12 inch <br /> I storm sewer located adjacent to County Road E2 will control <br /> the rate of runoff and remove floating debris. The site does <br /> not have an overland emergency overflow. It is desirable to <br /> have an outlet that is large enough to decrease the chance of <br /> I plugging. In the event that the Outlet does become plugged <br /> and no water leaves the site, a 100 year storm would cause <br /> the water level on the site to be 879.0. All openings will <br /> I be at least 2 feet above (881.0) this elevation. <br /> At the ONR's request, the outlet from the site will be routed <br /> into the creek bypassing lake Valentine. This allows the <br /> I runoff from the site to pass through a large wetland complex <br /> prior to entering a waterbody. Although the cost of this <br /> outlet will be more expensive to install, it will provide for <br /> better treatment of the runoff and an overall watershed <br /> I improvement. <br /> Please Contact me if you have any questions. <br /> Ie <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> .. <br /> I <br />
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