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3535 RIVERFRONT BLVD 2023-02-21
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3535 RIVERFRONT BLVD 2023-02-21
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Last modified
2/22/2023 10:13:37 AM
Creation date
2/21/2023 1:05:24 PM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
3535
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Maintenance Standards <br /> . Repair any damage immediately. <br /> . Intercept and convey all evident concentrated flows uphill of the silt fence to a sed- <br /> iment pond. <br /> . Check the uphill side of the fence for signs of the fence clogging and acting as a <br /> barrier to flow and then causing channelization of flows parallel to the fence. If this <br /> occurs, replace the fence or remove the trapped sediment. <br /> . Remove sediment deposits when the deposit reaches approximately one-third the <br /> height of the silt fence, or install a second silt fence. <br /> . Replace filter fabric that has deteriorated due to ultraviolet breakdown. <br /> BMP C234: Vegetated Strip <br /> Purpose <br /> Vegetated strips reduce the transport of coarse sediment from a construction site by <br /> providing a temporary physical barrier to sediment and reducing the runoff velocities of <br /> overland flow. <br /> Conditions of Use <br /> . Vegetated strips may be used downslope of all disturbed areas. <br /> . Vegetated strips are not intended to treat concentrated flows, nor are they intended <br /> to treat substantial amounts of overland flow. Any concentrated flows must be con- <br /> veyed through the drainage system to a sediment pond. The only circumstance in <br /> which overland flow can be treated solely by a strip, rather than by a sediment <br /> pond, is when the following criteria are met (see Table 11-4.2.4 Contributing Drain- <br /> age Area for Vegetated Strips (p.375)): <br /> Table II-4.2.4 Contributing Drainage Area for Vegetated Strips <br /> Average Contributing Average Contributing Area Max Contributing area <br /> Area Slope Percent Slope Flowpath Length <br /> 1.5H : 1V or flatter 67% or flatter 100 feet <br /> 2H : 1V or flatter 50% or flatter 115 feet <br /> 4H : 1V or flatter 25% or flatter 150 feet <br /> 6H : 1V or flatter 16.7% or flatter 200 feet <br /> 10H : 1V or flatter 10% or flatter 250 feet <br /> 2014 Stormwater Management Manual for Western Washington <br /> Volume ll- Chapter 4 -Page 375 <br />
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