Protocol for the Derivation of Environmental and Human ... - CCME
Protocol for the Derivation of Environmental and Human ... - CCME
Protocol for the Derivation of Environmental and Human ... - CCME
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Part C, Section 5<br />
• K oc (sorption coefficient <strong>for</strong> soil organic carbon), K ow (n-octanol/water partition coefficient) or water<br />
solubility data<br />
• organic matter content <strong>and</strong> field capacity mass moisture content <strong>of</strong> <strong>the</strong> reference soil<br />
• relevant water quality guideline<br />
Normally, K oc data are preferred to K ow or S. If several studies are available, K oc should be estimated<br />
from <strong>the</strong> geometric mean. Because <strong>the</strong> chemical <strong>and</strong> physical nature <strong>of</strong> organic matter affects <strong>the</strong><br />
magnitude <strong>of</strong> K oc measurements (Ru<strong>the</strong>r<strong>for</strong>d et al., 1993, Xing et al., 1994) it is necessary to restrict<br />
c<strong>and</strong>idate sources to those relevant to upl<strong>and</strong> Canadian soils. Accordingly, data from sediments or<br />
poorly humified organic materials (e.g., peats, <strong>for</strong>est floor materials) are not appropriate.<br />
If K oc data are not available, tabulated K ow or S calculate K oc . A peer-reviewed regression that<br />
explains at least 90% <strong>of</strong> <strong>the</strong> variation in log K oc should be used. Regressions prepared <strong>for</strong> groups <strong>of</strong><br />
related chemicals (e.g., monoaromatics, chlorinated aliphatics, PAHs) should be sought, <strong>and</strong> a minimum<br />
residual sum <strong>of</strong> squares used to arbitrate among any competing models. K oc -predictive equations are<br />
summarized in Dragun (1988), Lyman et al. (1991), <strong>and</strong> Mackay et al. (1992).<br />
The organic matter content <strong>and</strong> mass moisture at field capacity are specified in "Evaluation <strong>and</strong><br />
Distribution <strong>of</strong> Master Variables Affecting Solubility <strong>of</strong> Contaminants in Canadian Soils" (Alder et al.<br />
1994). Briefly, organic carbon content was chosen after considering:<br />
• <strong>the</strong> range over which <strong>the</strong> linear partitioning iso<strong>the</strong>rm holds,<br />
• <strong>the</strong> range <strong>of</strong> organic carbon contents <strong>of</strong> Canadian soils <strong>and</strong> subsoils, <strong>and</strong><br />
• <strong>the</strong> goal <strong>of</strong> developing guidelines that would be protective at a majority <strong>of</strong> sites.<br />
These considerations led to recommending <strong>the</strong> following conditions:<br />
• organic carbon = 0.1%<br />
• clay = 10%<br />
Given <strong>the</strong>se values, <strong>the</strong> field capacity, also called humidity percentage (0.03 MPa suction) value will be<br />
approximately 0.1.<br />
5.3.2.4 Acceptability <strong>of</strong> Soil Guidelines. On a generic basis, drinking water guidelines are <strong>the</strong><br />
appropriate source <strong>for</strong> groundwater quality to check <strong>the</strong> preliminary soil quality guideline derived in<br />
Sections 5.1 <strong>and</strong> 5.2.<br />
If <strong>the</strong> contaminant soil concentration determined through considering aquifer concentrations at steady<br />
state with contaminated site drainage water is greater or equal to <strong>the</strong> derived preliminary human health-<br />
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