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405 RIVERSIDE RD 2023-01-30
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405 RIVERSIDE RD 2023-01-30
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Last modified
1/30/2023 12:03:59 PM
Creation date
10/14/2021 5:14:24 PM
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Address Document
Street Name
RIVERSIDE RD
Street Number
405
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I <br /> BMP C209: Outlet Protection <br /> Purpose Outlet protection prevents scour at conveyance outlets and minimizes the <br /> III <br /> potential for downstream erosion by reducing the velocity of concentrated <br /> stormwater flows. <br /> I <br /> Conditions of use Outlet protection is required at the outlets of all ponds,pipes, ditches, or <br /> other conveyances, and where runoff is conveyed to a natural or manmade <br /> drainage feature such as a stream, wetland, lake,or ditch. <br /> I <br /> Design and The receiving channel at the outlet of a culvert shall be protected from <br /> Installation erosion by rock lining a minimum of 6 feet downstream and extending up <br /> Specifications the channel sides a minimum of 1—foot above the maximum tailwater <br /> elevation or 1-foot above the crown, whichever is higher. For large pipes <br /> I (more than 18 inches in diameter), the outlet protection lining of the <br /> channel is lengthened to four times the diameter of the culvert. <br /> • Standard wingwalls, and tapered outlets and paved channels should <br /> also be considered when appropriate for permanent culvert outlet <br /> protection. (See WSDOT Hydraulic Manual, available through <br /> IWSDOT Engineering Publications). <br /> • Organic or synthetic erosion blankets,with or without vegetation, are <br /> usually more effective than rock, cheaper, and easier to install. <br /> IMaterials can be chosen using manufacturer product specifications. <br /> ASTM test results are available for most products and the designer can <br /> choose the correct material for the expected flow. <br /> • With low flows, vegetation(including sod) can be effective. <br /> • The following guidelines shall be used for riprap outlet protection: <br /> 1. If the discharge velocity at the outlet is less than 5 fps (pipe slope <br /> less than 1 percent),use 2-inch to 8-inch riprap. Minimum <br /> Ithickness is 1-foot. <br /> 2. For 5 to 10 fps discharge velocity at the outlet(pipe slope less than <br /> 3 percent),use 24-inch to 4-foot riprap. Minimum thickness is 2 <br /> feet. <br /> 3. For outlets at the base of steep slope pipes(pipe slope greater than <br /> 10 percent), an engineered energy dissipater shall be used. <br /> • Filter fabric or erosion control blankets should always be used under <br /> riprap to prevent scour and channel erosion. <br /> I • New pipe outfalls can provide an opportunity for low-cost fish habitat <br /> improvements. For example, an alcove of low-velocity water can be <br /> I created by constructing the pipe outfall and associated energy <br /> dissipater back from the stream edge and digging a channel, over- <br /> widened to the upstream side, from the outfall. Overwintering juvenile <br /> Iand migrating adult salmonids may use the alcove as shelter during <br /> 4-80 Volume ll—Construction Stormwater Pollution Prevention February 2005 <br />
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