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m. The spread and mounding behavior of contaminated material during
placement must be evaluated to predict the geometry of the deposit
and resulting cap material requirements. The capping material be-
havior must be similarly evaluated to determine if the design of
the cap and volume of capping material available are adequate.
The smaller the "footprint" of the contaminated material as placed,
the less volume of capping material will be required to achieve a
given cap thickness.
n. An evaluation of the consolidation and long-term potential for ero-
sion of the mound or deposit must be conducted to ensure that the
required cap thickness can be maintained. The design-cap thick-
ness must be adjusted to account for potential erosion and consoli-
dation. The cap can also be armored with coarser material to
minimize erosion.
o. Monitoring of capped sites is required during and following place-
ment of the contaminated and capping material to ensure that an ef-
fective cap has been constructed and to ensure that the cap as
constructed is effective in isolating the contaminants and that long-
term integrity of the cap is maintained. Design of monitoring pro-
grams must be logically developed, prospective in nature, and
tiered with each tier having its own thresholds, null hypotheses,
sampling design, and management responses based on exceedance
of predetermined thresholds.
p. Capping of contaminated material in open-water sites began in the
late 1970s, and a number of capping operations under a variety of
disposal conditions have been accomplished. Field experience with
these projects has shown that the capping concept is technically
and operationally feasible.
q. The cost of capping is generally lower than alternatives involving
confined (diked) disposal facilities. The geochemical environment
for subaqueous capping favors long-term stability of contaminants
as compared with the upland environment where geochemical
changes may favor increased mobility of contaminants. Capping
is therefore an attractive alternative for disposal of contaminated
sediments from both economic and environmental standpoints.
Recommendations
As more designs are completed and additional field experience is
gained, the technical guidelines in this report should be refined and ex-
panded. Additional research is also recommended to develop improved
tools for capping evaluations. Specific recommendations for further re-
search are summarized as follows:
a. More clearly define impacts associated with capping at water
depths exceeding 100 ft. PSSDA monitoring has shown material
dispersion can be predicted in 300- to 400-ft water depth in Puget
Sound.
128
Chapter 11 Summary and Recommendations

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