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2016 025 Ordinance
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2016 025 Ordinance
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Last modified
11/19/2018 4:11:58 PM
Creation date
9/11/2018 6:36:15 AM
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Template:
Legislation-Meeting Minutes
Document Type
Ordinance
Number
025
Date
12/19/2016
Year
2016
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CHAGRIN <br />+~ RIVER <br />`~'3 WATERSHED <br />`/~7 PARTNERS <br />141ay 2016 <br />Placing silt fence in a parallel series does not extend the size of the permissible <br />drainage area. <br />Table 3: Maximum Draina a Area to Silt Fence Based on Slo e <br />Maximum Drainage Area (acres) to 100 linear <br />feet of silt fence Range of slope for a drainage area (%) <br />Q.5 <2% <br />0.25 > 2% but < 20% <br />0.125 > 20% but < 50% <br />(4) Alternative perimeter controls for sheet flow discharges may be considered by <br />the Village of Mayfield, but their use shall not exceed the limitations indicated in <br />Table 3 above. Detail drawings and plan notes shall specify the diameter of filter <br />socks, compost berms and other such alternative perimeter controls if used <br />instead of silt fence. <br />(5) Stormwater diversion practices shall be used to keep runoff away from disturbed <br />areas and steep slopes. Such devices, which include swales, dikes or berms, may <br />receive storm water runoff from areas up to 10 acres. <br />(6) Inlet protection. Erosion and sediment control practices, such as boxed inlet <br />protection, shall be installed to minimize sediment-laden water entering active <br />storm drain systems. All inlets receiving runoff from drainage areas of one or <br />more acres will require a sediment settling pond. Straw or hay bales and filter <br />socks around catch basins are not acceptable forms of inlet protection. <br />(7) Off-site tracking of sediment and dust control. Best management practices must <br />be implemented to ensure sediment is not tracked off-site and that dust is <br />controlled. These best management practices must include, but are not limited <br />to, the following: <br />A. Construction entrances shall be built and shall serve as the only <br />permitted points of ingress and egress to the development area. These <br />entrances shall be built of a stabilized pad of aggregate stone or recycled <br />concrete or cement sized greater than 2" in diameter, placed over a <br />geotextile fabric, and constructed in conformance with specifications in <br />the most recent edition of Rainwater and Land Development. <br />B. Streets and catch basins adjacent to construction entrances shall be kept <br />free of sediment tracked off site. Streets directly adjacent to construction <br />entrances and receiving traffic from the development area, shall be <br />cleaned daily to remove sediment tracked off-site. If applicable, the <br />catch basins on these streets nearest to the construction entrances shall <br />also be cleaned weekly and protected from sediment-laden runoff, if <br />feasible without posing a public safety hazard. <br />Based on site conditions, the Village Engineer and/or the Cuyahoga <br />County SWCD may require additional best management practices to <br />control off site tracking and dust. These additional BMPs may include: <br />18 <br />
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