Near Shore and on Shore: Dredge Material Containment Facility (DMCF)

From MDOT Policy Manual
Jump to: navigation, search

Dredge Material Containment Facility (DMCFDredged Material Containment Facility)

Primary Guidance

  • Containment Dike material, geotechnical properties: Unified Soil Classification to be SP or SMUnified Soil Classification System term for Silt , with less than 30 percent passing No. 200 sieve, unless otherwise determined to be acceptable
  • Containment Dike material, placement and compaction: Placement in 8 inch maximum loose lifts, compacted to at least 95 percent per standard proctor (ASTMAmerican Society for Testing and Materials D-1557) , with top 1 ft. of material compacted to at least 98 percent of modified ProctorThe Proctor compaction test is a laboratory method of experimentally determining the optimal moisture content at which a given soil type will become most dense and achieve its maximum dry density. The term Proctor is in honor of R. R. Proctor, who in 1933 showed that the dry density of a soil for a given compactive effort depends on the amount of water the soil contains during soil compaction. maximum dry density (ASTMAmerican Society for Testing and Materials D-1557), unless otherwise determined to be acceptable
  • DMCFDredged Material Containment Facility interior freeboard limit: 2 ft. minimum
  • Containment Dike exterior protection: Design armored protection to a minimum of 2 ft. above MHHW
  • DMCFDredged Material Containment Facility holding capacity maintained to accommodate collection of stormwater from 100 year storm event
  • Containment Dike, fill and cut slope angles: 3(H):1(V) or flatter, unless otherwise determined to be acceptable
  • Containment Dike stability, minimum factor of safety: FS = 1.3, unless otherwise determined to be acceptable
  • Crown of Containment Dike (Access Road): 20 ft. minimum width
  • DMCFDredged Material Containment Facility planning to provide adequate capacity available to satisfy the 20 year projected dredging demand to maintain the shipping channels for the Chesapeake Bay and Baltimore HarborBaltimore Harbor


Cox Creek Aerial Final.jpg

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.

See Also