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projects that collectively can afford the cap required. Other options involve
creating a contained aquatic disposal (CAD) site, either by creating berms from
clean material (perhaps dredged from the disposal site creating additional
capacity) or potentially using geotextile fabric containers. Use of geosynthetic
fabric containers (GFCs) to contain the contaminated sediments is also an option
to reduce the amount of cap required. However, this is a fairly recent develop-
ment, and specific guidelines for this application are not yet available. Clausner
et al. (1996) summarize the present state of knowledge and critical issues for
geotextile container use with contaminated dredged material.
Good advance planning can be used to create a "natural" CAD site. As
described in Chapter 6, over a several-year time period, the New England
Division created a series of capped mounds in a circle. The de facto CAD site in
the center was then used for a rather large project. This technique greatly
reduced the potential spread of the contaminants and allowed a low cap volume
to contaminated sediment volume ratio. Fredette (1994) describes this project in
detail.
H12
Appendix H Level-Bottom Capping Projects
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