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Design and Installation Specifications <br /> . Use in combination with sediment basins or other BMPs. <br /> . Maximum slope steepness (normal (perpendicular)to fence line) 1 H:1 V. <br /> . Maximum sheet or overland flow path length to the fence of 100 feet. <br /> . Do not allow flows greater than 0.5 cfs. <br /> . The geotextile used shall meet the following standards. All geotextile properties lis- <br /> ted below are minimum average roll values (i.e., the test result for any sampled roll <br /> in a lot shall meet or exceed the values shown in Table 11-4.2.3 Geotextile Stand- <br /> ards (p.370)): <br /> Table 11-4.2.3 Geotextile Standards <br /> 0.60 mm maximum for slit film woven (#30 sieve). <br /> Polymeric Mesh AOS <br /> 0.30 mm maximum for all other geotextile types (#50 sieve). <br /> (ASTM D4751) <br /> 0.15 mm minimum for all fabric types (#100 sieve). <br /> Water Permittivity <br /> 0.02 sec-1 minimum <br /> (ASTM D4491) <br /> Grab Tensile Strength 180 lbs. Minimum for extra strength fabric. <br /> (ASTM D4632) 100 lbs minimum for standard strength fabric. <br /> Grab Tensile Strength <br /> 30% maximum <br /> (ASTM D4632) <br /> Ultraviolet Resistance <br /> 70% minimum <br /> (ASTM D4355) <br /> . Support standard strength fabrics with wire mesh, chicken wire, 2-inch x 2-inch <br /> wire, safety fence, or jute mesh to increase the strength of the fabric. Silt fence <br /> materials are available that have synthetic mesh backing attached. <br /> . Filter fabric material shall contain ultraviolet ray inhibitors and stabilizers to provide <br /> a minimum of six months of expected usable construction life at a temperature <br /> range of 0°F. to 120°F. <br /> . One-hundred percent biodegradable silt fence is available that is strong, long last- <br /> ing, and can be left in place after the project is completed, if permitted by local reg- <br /> ulations. <br /> . Refer to Figure 11-4.2.12 Silt Fence (p.369)for standard silt fence details. Include <br /> the following standard Notes for silt fence on construction plans and specifications: <br /> 2014 Stormwater Management Manual for Western Washington <br /> Volume ll- Chapter 4 -Page 370 <br />