
March 2007 |
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The Soil Cleanup Target Levels (SCTLs)
listed in
Rule 62-777, FAC, are generally the referenced cleanup goals when dealing
with a contaminated property in Florida. The Petroleum Cleanup Rule, the
Bownfields Rule, the Dry Cleaning Rule and most recently, the Contaminated Site
Cleanup Rule, all refer to these target levels. The SCTL’s are identified for
two primary categories: direct exposure and leachability. Direct exposure SCTLs
are designed to protect humans from exposure in a residential or commercial
setting. There are four subcategories of leachability SCTL’s that are designed
to protect: groundwater, fresh surface water bodies, marine surface water bodies
and groundwater of poor quality. The leachability criteria that was determined
to be protective of groundwater quality is the subcategory that is referred to
most often when conducting site assessments and cleanups. In general, soil
sampling results have to meet the more stringent of the human exposure criteria
and the leachability criteria in order to comply with the SCTLs. If these two
primary categories are compared, the direct exposure SCTLs are generally much
higher than the leachability SCTLs, often ranging many thousand fold higher.
Therefore, the leachability SCTL becomes the defacto cleanup target level. One
major exception is arsenic. Generally, the direct exposure SCTL for arsenic is
more stringent than the leachability SCTL.
When the contaminants are organics, you may be able to get some relief from
compliance with the leachability SCTLs by re-calculating expected leachate
concentrations, based on site-specific soil properties. Because of the more
complex relationships between inorganics and soil, recalculating a target level
for soils impacted with inorganics is not typically an option. Instead, results
from a Synthetic Precipitation Leach Procedure (SPLP) analysis can be used as an
alternative to the listed leachability concentration for inorganics. The results
for the leachate from the SPLP analysis must be below the respective Groundwater
Cleanup Target Level (GCTL).
The SPLP analysis is similar to the toxicity characteristic leaching procedure (TCLP),
which is used to determine if a waste is hazardous for the toxicity
characteristic. Twenty parts of an acidic water (more acidic than that used in a
TCLP analysis) are leached through the sample. The leachate concentration is
measured in mg/l (ppm) and compared to the GCTL. The method actually provides a
20-fold dilution attenuation factor for metals, like the 20-fold attenuation
factor allowed in the alternative leachability equations for organics. If, for
example, 100% of the metal content from a 0.2 mg/kg (ppm) sample leached, the
leachate concentration would be 0.010 mg/l. Although the relationship between
inorganics and soils is complex, the more practical ratio, from experience,
appears to be in the range of 100-1000. If a soil’s metals concentration,
measured in mg/kg, is greater than 1000 times the GCTL, measured in mg/l, there
is a good chance that the results from a SPLP analysis will exceed the GCTL.
An SPLP analysis may be the only option for a number of metals, such as lead,
iron, manganese and zinc, to determine whether the leachability SCTLs has been
exceeded. For these metals, in particular, the allowable direct exposure SCTL
when compared with the GCTL, is relatively high. For a residential use, the
ratio for lead is 27,000; for iron, 93,000; for manganese, 70,000; and for zinc,
5,200. Therefore, for a site that is impacted with theses metals, the applicable
SCTL will likely be much lower than the direct exposure SCTL, which is typical
for most contaminants listed in Rule 62-777, FAC.
Under the rules cited above, the ideal outcome, when conducting a site or
cleanup, is that the site meets the criteria for No Further Action without
institutional or engineering controls. This is often the only option when
dealing with residential property or property that has to meet residential SCTLs,
such as public right-of-way, park or playing field. This is when the
leachability SCTLs are the most onerous. Although there are provisions in the
rules for averaging soil results and comparing those with the direct exposure
SCTLs, the rule provides no relief for averaging leachability results. For
example, if one soil sample, within a 50 foot soil column, on a 10 acre property
is above the leachability target level and the goal is No Further Action without
controls, the associated soil may require remediation in order to achieve that
goal. According to language of the Contaminated Site Cleanup Rule (Rule 62-780,
FAC), the only relief is “[f]or soil that is and has been exposed to the
elements (i.e., open ground, not covered by impermeable or semi-permeable cover)
and subject to infiltration throughout the entire unsaturated zone for a minimum
of two years [and] it has been subsequently demonstrated to the Department by a
minimum of one year of groundwater monitoring data that contaminants will not
leach into the groundwater at concentrations that exceed the appropriate
groundwater CTLs pursuant to paragraph 62-780.680(1)(c), F.A.C., and, if
applicable, the appropriate surface water CTLs pursuant to paragraph
62-780.680(1)(d), F.A.C.” But even this option would likely require an
institutional control to ensure that soils that exceed leachability target
levels are not moved to a more susceptible site.
Soils that exceed the leachability SCTLs may be left in place if institutional
and engineering controls are an acceptable option. These soils would to have an
impervious cover placed on top of them to protect the soils from infiltration. A
deed restriction must to be recorded to ensure the upkeep of the cover and
groundwater would have to monitored for at least one year, for potential
groundwater exceedances.
Leachability SCTLs are generally a lot lower than the direct exposure SCTLs. The
leachability SCTLs, as opposed to the direct exposure SCTLs, often drive the
soil assessment and cleanup efforts because of the requirement to cleanup to the
most stringent criteria. For a No Further Action without institutional or
engineering controls, there are not really any risk based provisions in the
cleanup rules that allow soils, which have concentrations above leachability
target levels, to remain on site. An institutional control would be required if
groundwater was shown to be unimpacted and soils above leachability SCTLs
remained on site. If an engineering control was an option, an impermeable cap
would have to extend over the entire area that was shown to have soils exceeding
the leachability criteria.
Richard Pryor is a Professional Geologist with Environmental Engineering
Consultants, Inc. in Tampa, Florida