We recommend
microcosm studies generally only when one must provide site specific chemical
degradation rates or when there is considerable skepticism about the
biodegradation of contaminant materials. Skeptics should first be directed to the unequivocal evidence found in
the literature that biodegradation of fuel hydrocarbons does occur under
natural conditions. Several of the many
available references may be provided upon request. If more evidence of
bioremediation of fuel hydrocarbons is required than the tests described herein
(endpoint, kinetic assay, comparative population counts, etc.) then a microcosm
study using site-specific aquifer materials and contaminants may be undertaken by
the MiL, inc. for its clients. Column
studies, Shelby tube tests and “kettle” studies can be provided upon
request. However, the slurry assay is often requested
by agencies and is generally the most cost effective particularly when preceded
by our biofeasibility package which can determine setup conditions before
embarking on these more involved tests.
Slurry Testing
Assay
In general accordance with procedures presented in “Guide
for Conducting Treatability Studies Under CERCLA, Biodegradation Remedy Selection
- Interim Guidance” (EPA/540/R-93/519a), slurry testing is conducted to
evaluate biodegradation under four conditions as follows: 1) Abiotic Control whereby biologic processes
are minimal or halted; 2) Unamended conditions utilizing unmodified Site soil
and groundwater to simulate natural (unenhanced) biodegradation; 3) Oxygen
Enriched conditions whereby Site groundwater is oxygenated to stimulate
biological activity; and 4) Oxygen and Nutrient Enriched conditions whereby
Site groundwater is enriched with oxygen, nitrogen, and phosphorus to stimulate
biological activity. Results of this
test are frequently used to confirm that in
situ bioremediation is (or is not),
occurring at the Site.
General Test
Procedure:
1. Bubble
oxygen [Puritan-Bennett oxygen concentrator is employed] through the Site
groundwater at 3.0 l/min for 30 minutes to oxygenate.
2. Spike
Site groundwater with contaminant hydrocarbons or chlorohydrocarbons to a final
concentration determined by site contaminant conditions as previously defined.
3. 64
serum vials with Teflon-lined seals, or equivalent containers, are divided into
four groups of 16. Container capacities
must be determined by our laboratory, based in part, on the nature and types of
chemical analyses to be performed at each time step (see below)
-Each Container in each group is labeled as follows:
-Abiotic
Control #1 [sequential vial number]
-Unamended
#2 [sequential vial number]
-Oxygen
Enriched #3 [sequential vial number]
-Oxygen
and Nutrient Enriched #4 [sequential vial number]
4. To each of the four groups of containers (16 containers per
group), site soil is added and site groundwater prepared in Steps 1 and 2 is
added in a ratio of (1:4 w/v). Soil and
groundwater volumes are maintained the same for all 64 containers. An addition of hydrogen peroxide or other
form of oxide [determined in consultation with client] as well as
nitrogen/phosphate is added to two groups of containers as summarized below:
-Abiotic Control: site soil and site groundwater prepared in steps 1&2
-Unamended: site soil and site groundwater prepared in steps 1&2
-Oxygen Enriched: site soil, site groundwater prepared in steps 1&2 and hydrogen peroxide in the
site groundwater
-Oxygen and Nutrient Enriched: site soil, site groundwater as prepared in steps 1&2, 1% w/
hydrogen peroxide or appropriate equivalent and nitrogen/phosphate in stoichiometric ratios and
balanced as determined in the MiL, inc.'s Biofeasibility assay
5. All containers are agitated at
moderate speed for the remainder of the test.
The 16 Abiotic Control containers are placed at 5oC and the
48 containers in the other 3 groups at 15 oC to 25 oC
[depending upon site conditions] for the duration of the assay.
6. Within
30 minutes following completion of Step 5 (time to), four containers
from each group are sacrificed [harvested] and centrifuged to separate
particles from water. The supernatant
from three containers in each group are analyzed typically for TCL volatile
organic compounds. The soil from the
three containers in each group is also analyzed for the same components. The water fraction from the fourth vial of
each group is analyzed for dissolved oxygen content. Supernatant and soil from the fourth
container of each group is analyzed by Total heterotrophic plate counts
modified method 9215C under aerobic and/or anaerobic conditions [depending upon
degradation scenario]. A more informative
approach is to employ the MiL inc.’s comparative population enumeration assay
at this point.
7. After
one week of incubation (time t1), four more containers from each
group are harvested and step 6 is repeated.
8. After
two weeks of incubation (time t2), four additional containers from
each group are harvested and step 6 is repeated.
9. After four weeks of incubation (time t3), four containers from each group and harvested and step 6 is repeated. This protocol calls for:
-48 analyses of soil to appropriate chemistry
-48 analyses of water for appropriate chemistry
-16 analyses of dissolved oxygen content in waters
-32 or 64 analyses of Total aerobic and/or anaerobic counts
An Option
may be the following when approved by the regulatory oversight:
Composite Sampling during test
results in a reduction in analyses
-16 analyses of composite group soil
for chemistry
-16 analyses of composite water for
chemistry
-16 analyses of dissolved oxygen
content in waters
-32 or 64 analyses of Total aerobic
and/or anaerobic counts
Data Analysis and Interpretation
Microbial
population data and TCL volatile [and semivolatile if desired] results for soil
and supernatant samples at to through t3 are presented on
tables and graphs to enable comparison of the results. Reductions in the concentrations of spiked
compounds [or client’s free phase material] which may be present in the Site
soil will be calculated in absolute terms and relative to the abiotic
control. The mean concentrations for
each group at each time step are used for these calculations.