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CS = the concentration of contaminant in sediment, mg/kg dry weight
fOC = the fraction organic carbon in sediment, kg organic carbon/kg
dry weight
McFarland (1984) calculated an average equilibrium BSAF of 1.7 for a suite
of compounds, indicating a slight enrichment of chemical in the lipid phase.
Rubinstein et al. (1987) showed that a value of 4.0 is appropriate for calculating
the bioaccumulation potential of field-collected samples. The ITM and OTM
(USEPA/USACE 1991, 1998) calculate the TBP, the concentration of
contaminant in biota in mg/kg wet weight, as:
C
fL
TBP = 4 s
f
(2)
oc
The TBP calculation is used in Tier II as a coarse screen to predict the
magnitude of bioaccumulation likely to be associated with nonpolar organic
contaminants in the dredged material. As a follow-up to the conservative TBP
screening approach, sediment bioaccumulation tests are used in Tier III to
measure actual accumulation of contaminants from samples of dredged material
(USEPA/USACE 1991). USACE developed a database from these sediment
bioaccumulation tests and other sources that demonstrates the variability in
reported BSAFs. The BSAF database is available through the Dredging
Operations Technical Support (DOTS) Web page of the USACE Waterways
The following uncertainties are associated with BSAFs used in the TBP
calculation:
Several factors can cause deviations from equilibrium conditions. First,
sequestration of polycyclic aromatic hydrocarbons (PAHs) into soot
particles may reduce partitioning into pore water and bioavailability to
benthic invertebrates. Second, metabolism of organic compounds by the
organisms usually increases the rate of elimination and decreases steady-
state body burden of the compound. Third, in some cases, sufficient time
may not have elapsed for exposed organisms to reach equilibrium with
the sediments.
b. Variability across species, or true population heterogeneity, for reported
values in the DOTS database can be significant. For example, BSAFs
reported for chrysene in the DOTS database range from 0.02 to 0.61.
Other recent work reports a median BSAF for all PAHs of 0.032
(USEPA 1998b). Uncertainty is introduced by using a single calculated
BSAF across a range of species and contaminants in estimating TBP.
Limited validation of the TBP model can be accomplished by comparing the
results of Equation 2 with Tier III bioaccumulation tests (corrected for steady-
state conditions, if necessary). Uncertainty in the factor of 1.7 can be evaluated
20
Chapter 4 Uncertainty in Tiered Evaluation of Dredged Material
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