405 RIVERSIDE RD 2023-01-30 - Laserfiche WebLink

I • Use filter fabric foundation under a rock or sand bag check dam. If a blanket ditch liner is used, this is not necessary. A piece of organic or Isynthetic blanket cut to fit will also work for this purpose. • Rock check dams shall be constructed of appropriately sized rock. The rock must be placed by hand or by mechanical means (no Idumping of rock to form dam) to achieve complete coverage of the ditch or swale and to ensure that the center of the dam is lower than I the edges. The rock used must be large enough to stay in place given the expected design flow through the channel. • In the case of grass-lined ditches and swales, all check dams and I accumulated sediment shall be removed when the grass has matured sufficiently to protect the ditch or swale- unless the slope of the swale is greater than 4 percent. The area beneath the check dams shall be Iseeded and mulched immediately after dam removal. • Ensure that channel appurtenances, such as culvert entrances below check dams, are not subject to damage or blockage from displaced stones. Figure 4.13 depicts a typical rock check dam. Maintenance Check dams shall be monitored for performance and sediment Standards accumulation during and after each runoff producing rainfall. Sediment shall be removed when it reaches one half the sump depth. • Anticipate submergence and deposition above the check dam and erosion from high flows around the edges of the dam. • If significant erosion occurs between dams, install a protective riprap Iliner in that portion of the channel. I I I I I I I 4-76 Volume II—Construction Stormwater Pollution Prevention February 2005