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groundwater, and infiltration of precipitation. Immediately after dredging and
disposal, dredged material is saturated (all voids are filled with water). As
evaporation, consolidation, and seepage remove water from the voids, the amount
of water stored and available for gravity drainage decreases. Thus, leachate
generation and transport in a CDF depend on site-specific hydrology and
geohydrology, engineering controls at the disposal site, dredged material hydraulic
conductivity, initial water content, and nature of any contaminants in the dredged
material. The potential leaching pathway and processes are shown in Figure 6-1.
Figure 6-1. Illustration of potential CDF leachate pathways
If there is leachate from upland CDFs, it typically seeps through the vadose
zone (soil above the water table) and/or the saturated groundwater zone where it
can affect groundwater quality. Leachate from upland CDFs can also seep
through the dikes to the surface of adjacent lands but this seepage typically
evaporates or infiltrates and does not generally pose an environmental concern. If
the site is situated so that groundwater will flow through the dredged material
within the CDF (typically, a nearshore CDF), percolating groundwater may be the
primary source of water through the material. If the CDF is a nearshore or island
facility, surface water may be in contact with the dredged material as a result of
fluctuating water levels and transport contaminants from the CDF in a process
termed "tidal or wave flushing" (Schroeder 2000).
6.1.1 Leachate and Contaminant Transport Considerations
Contaminant migration via leachate seepage is a porous medium contaminant
transport problem (Figure 6-2). Solid particles will not migrate with the leachate,
but the contaminants in the aqueous phase are convected with pore water in the
dredged material as leachate. As leachate is transported through the porous media
of the vadose zone, the contaminant concentrations are reduced as the leachate
passes through cleaner layers of dredged material, foundation soils, and fine-
grained soils. This process is called attenuation. The contaminant concentration
6-2
Chapter 6
Leachate to Groundwater
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