Near Shore and on Shore: Dredge Material Containment Facility (DMCF)
Dredge Material Containment Facility (DMCFDredged Material Containment Facility)
The height and crown width of a dike are primarily dependent on project constraints generally unrelated to stability. Side slopes and materials allocation within the cross section are functions of foundation conditions, material availability, and time available for construction.
For containment dike construction, materials that may be classified as “Silty Sand” with the USCSUnified Soil Classification System Classification of “SMUnified Soil Classification System term for Silt” that are derived from weathering of Metamorphic Rocks, which contain significant percentage of Mica, should not be used as fill materials unless otherwise determined to be acceptable.
2 ft. minimum freeboard between the top of containment dikes and top of contained material (dredged material and/or water) must be maintained as capacity for collection of stormwater during significant rain events. DMCFDredged Material Containment Facility design must take into consideration the provision of adequate storage volume during active inflow of dredged material, as well as for storage of excess water associated with hydraulic placement.
Minimum dike crown width to be maintained to allow for temporary access roadway for construction equipment. The crown of the containment dike is to be designed so as to allow vehicle access for operation of the DMCFDredged Material Containment Facility as well as for maintenance and contractor activities.
Considering the extended life span of the facility, shoreline protection measures, such as armor stone, are required at the tidal water interface to minimize erosive forces due to currents and wave action.
Cost-Benefit analyses shall be performed for mitigation required for the construction of a DMCFDredged Material Containment Facility and related facilities.