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CITY OF EVERETT STORMWATER MANAGEMENT MANUAL <br /> treated solely by a barrier,rather than by a sediment pond, is when the area draining to the barrier <br /> is small. <br /> • Brush barriers should only be installed on contours. <br /> Design and/nstallation Specifications <br /> 1. Height 2 feet(minimum) to 5 feet(maximu�n). <br /> 2. Width 5 feet at base(minimum) to 15 feet (�naximum). <br /> 3. Filter fabric (geotextile) may be anchored over the brush berm to enhance the filtration ability of <br /> the barrier. Ten-ounce burlap is an adequate alternative to tilter fabric. <br /> _ 4. Chipped site vegetation, composted mulch, or wood-based mulch (hog fuel) can be used to <br /> construct brush barriers. <br /> 5. A 100 percent biodegradable installation can be constructed using ]0-ounce burlap held in place <br /> " by wooden stakes. <br /> Maintenance Standards <br /> 1. There shall be no signs of erosion or concentrated runoff under or around the barrier. lf <br /> concentrated flows are bypassing the barrier, it must be expanded or augmented by toed-in filter <br /> fabric. <br /> 2. The dimensions of the barrier must be maintained. <br /> 3.3.14 BMP C233: Silt Fence <br /> Purpose <br /> Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a <br /> temporary physical barrier to sediment and reducing the runoff velocities of overland flow. See DCSS <br /> Drawing# 214. <br /> Conditions of Use <br /> • Silt fence may be used downslope of all disturbed areas. <br /> • Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial <br /> amounts of overland flow. Any concentrated flows must be conveyed through the drainage <br /> system to a sediment pond. The only circumstance in which overland flow can be treated solely <br /> : by a silt fence, rather than by a sediment pond, is when the area draining to the fence is 1 acre or <br /> less and flow rates are less than 0.5 cubic feet per second. <br /> " • Silt fences should not be constructed in streams or used in V-shaped ditches. They are not an <br /> adequate method of silt control for anything deeper than sheet or overland flow. <br /> Design and lnstal/ation Specifications <br /> 1. Draina�e area of 1 acre or less or in combination with sediment basin in a larger site. <br /> 2. Maximum slope steepness (normal [perpendicular] to fence line) 1:1. <br /> 3. Maximum sheet or overland flow path length to the fence of 100 feet. <br /> 4. No flows greater than 0.5 cubic feet per second shall be directed toward a silt fence. <br /> 5. The geotextile used shall meet the following standards. All geotextile properties listed below are <br /> minimum average roll values (i.e.,the test result for any sampled roll in a lot shall meet or exceed <br /> the values shown in Table 3.10). <br /> Volume 11— Construction Stormwater Pollution Prevention <br /> 3-54 <br />