Individual CDFs have been planned, sited, and designed in partnership with non-federal sponsors and with full opportunity for public and agency review and input. In order for a CDF to be approved for construction, the Corps must prepare an environmental assessment or impact statement and comply with federal and state environmental laws. A state resource agency must issue a water quality certificate for discharges of excess water from the CDF.
The size, shape, and design of each CDFs have been selected to fit dredging needs of the harbor(s) and channel(s) served, the physical and chemical characteristics of the dredged material, local conditions and resources, and the interests of the non-federal sponsor. Because of the distance between Great Lakes ports, most CDFs service only a single harbor/channel. In many cases, the non-federal sponsor requested the CDF be constructed as an in-water fill in the harbor or nearshore lake to meet future waterfront plans of the community. Over half of the CDFs in the Great Lakes are in-water facilities, although several upland facilities were developed on islands or areas that had been previously filled.
CDFs have combined design features and processes common to wastewater treatment, landfills, dams, and breakwaters. Research studies have demonstrated that the key to controlling contaminants associated with dredged material is to contain as high a percentage of the sediment particles as possible. A principle goal of CDFs is to receive and confine the dredged material and return excess water with minimal suspended sediments to the river or lake.
In-water CDFs have dikes that resemble a breakwater, made of stone, gravel and other materials. Large armor stone are typically placed on the outside face of the dike to protect against wave attack. The inner core of the dike is often constructed with sand and gravel, sometimes in discrete layers. The dike, which is permeable, encircles the disposal area where the dredged material is placed. The sediment particles and contaminants bound to the particles settle out in the disposal area and excess water passes back through the dike. As the facility becomes filled, the dikes become less permeable, and water must be removed by overflow weirs, filters in the dikes, or is pumped.
Upland CDFs are designed with earthen dikes that resemble a levee or berm. The dikes are most often constructed with soil excavated from the disposal site, and the sides seeded to prevent erosion. Dredged material is placed into the facility by pipeline or by truck. After the sediment particles have settled out, excess water is removed by overflow weir or pumpage.
All dredging on the Great Lakes is performed by private contractors. CDFs are operated for relatively brief periods of time (a few weeks) during dredging. Some Great Lakes harbors are dredged every year, but others may only be dredged every 2-5 years. During operations, dredged material may be placed into the facility using a pipeline, transferred from barges by a crane and bucket, or end-loaded from trucks.