Based on a Workshop to Evaluate Data Interpretation Tools used to Make Sediment Management Decisions held at the Great Lakes Institute for Environmental Research at the University of Windsor on December 1-2, 1998
Prepared by: Gail Krantzberg, John Hartig, Lisa Maynard, Kelly Burch, and Carol Ancheta
Sediment Priority Action Committee
Great Lakes Water Quality Board
1999
APPENDIX 15
APPLICATION OF COMPUTER MODELING AND BIOMONITORING IN DECISION MAKING FOR THE ST. CLAIR RIVER AREA OF CONCERN
John Alexander McCorquodale
Department of Civil and Environmental Engineering
University of New Orleans
New Orleans, LA 70148
(504) 280-6074
jamce@uno.edu
and
Maciej Tomczak
Great Lakes Institute for Environmental Research and
Department of Civil and Environmental Engineering
University of Windsor
Windsor, ON N9B 3P4
(519) 253-3000 ext. 3758
tomczak@sprint.ca
and
Gordon Douglas Haffner
Great Lakes Institute for Environmental Research and Department of Biology
University of Windsor
Windsor, ON N9B 3P4
(519) 253-4232 ext. 3449
haffner@uwindsor.ca
Modified from the report:
McCorquodale, J. A., Tomczak, M. and G. D. Haffner. 1998. Overview of Findings - Summary and Recommendations - A component report of the Application of Computer Modeling and Biomonitoring in Decision Making for the St. Clair River Area of Concern. Great Lakes Institute for Environmental Research, Windsor, Ontario.
Introduction
The International Joint Commission has identified the St. Clair River as an Area of Concern within the Great Lakes Basin. Based on recent and historical data collected by the Ontario Ministry of the Environment, Environment Canada, and the Industrial sector (including the Lambton Industrial Society), a study area of approximately 75,000 m2 (7.3 hectares) was selected for more intensive study and analysis. This area, referred to as the Study Area #1, is located on the Canadian side of the St. Clair River just south of the City of Sarnia.
The contaminants in Study Area #1 are primarily due to historical point source loads, all of which have been significantly reduced in the past 10 years, although a detectable load of HCB still enters the River through the Cole Drain. Loads used in this report reflect measurements taken in 1995 as reported by Kauss (1996). Remedial measures undertaken by Dow Chemical Canada Inc. in 1997 are expected to reduce the loads emitted via the Cole Drain to the St. Clair River. In anticipation of these load reductions, this report evaluates the impact of Cole Drain at 1995 and projected 1997 (no load) levels. However, persistent toxic substances (including HCB and mercury) that have already accumulated in bottom sediment pose a hazard to the aquatic environment and its users (Persaud et al. 1993) and may, in part, be responsible for 5 out of 9 of the St. Clair River use impairments as defined by the Great Lakes Water Quality Agreement (MOEE 1995). In addition, the contaminated sediment creates a risk of being transported (over time or by accidental release) to the downstream lakes, where as dispersed contaminants, it will be virtually impossible to clean up (IJC 1997).
Component studies
To assist in the decision-making process in the St. Clair River Area of Concern, six complementary studies were undertaken:
Summary of findings
The following is a summary of the findings of this study:
Conclusions and recommendations
Both the modeling and biological components of this study concluded that toxicological stress in the St. Clair River was confined to the sediment. This conclusion is supported by other independent studies on invertebrate communities that indicate that chemicals bound to sediment are the primary source of exposure in the St. Clair River ecosystem.
It is not known which specific contaminants are the cause of the stress due to the complex mixture of the chemicals in the sediment, but there is good coherence between the levels of HCB and toxicological stress measured in the in vitro assays. Although such a coherence is not a proof that HCB is the primary cause of the toxicological stress, it does support the use of HCB as a model contaminant. HCB, even if not the direct cause of toxicity, definitely shares common physical/chemical properties with the chemical(s) inducing the observed stress (e.g., persistent, hydrophobic, AHH inducer and potentially bioaccumulative). Thus predictions of the model, which are based on the physical/chemical properties of HCB, will accurately reflect the behavior of the chemical(s) of concern.
Essentially, the model predicts that sediment-bound chemicals will be transported downstream and will accumulate in the wetlands of the Walpole Delta. This accumulation is evident in the data presented in that the sediment in Chenal Ecarte was exceeded in toxicological stress only by those being considered for remediation (i.e., Study Area #1). It is beyond the scope of this project to predict the effects of this accumulation of chemicals in the Delta, but previous studies have confirmed the exposure of fish (Hebert and Haffner 1991) and wildlife (Hebert and Haffner 1990) populations of the Delta to HCB and related chemicals (pentachlorobenzene, octachlorostyrene). Furthermore, Hudson and Ciborowski (1996) observed considerably elevated levels of deformities in midge fly larvae (Chironomus, Phaenopsectra) at the same site used in this study.
The following recommendations are based on the model predictions that currently 15 g/d of HCB are being exported from the site of concern, and that this loading will only decrease by 25% by the year 2010 if no remedial actions are implemented. Such an option will not directly affect drinking water quality in the system, but disturbance of the contaminated site by shipping, accidents, and rare events can cause a significant pulse of chemicals to be brought up into the water column. Most chemicals will be deposited in the Delta and a significant quantity will become incorporated into the food chain of the wetlands.
Within the Study Area # 1, the geo-statistically interpolated TSQS values produced three zones of impairment: highest, moderate, and lowest. Based on the results of the component studies, with respect to the Study Area # 1, the following management options are recommended:
The recommended actions will have the following benefits:
References
Hebert, C. and G. D. Haffner. 1991. "Habitat Partitioning and Contaminant Exposure in Cyprinids." Canadian Journal of Fisheries and Aquatic Science. 45:261-266.
Hebert, C. and G. D. Haffner. 1990. "Organochlorine Contaminants in Duck Populations of Walpole Island." Journal of Great Lakes Research. 16(1):21-26.
Hudson and Ciborowski. 1996. "Spatial and Taxonomic Variation in Incidence of Mouthpart Deformities in Midge Larvae (Dipterea:Chironimadae:Chironomini)." Canadian Journal of Fisheries and Aquatic Science. 53:297-304.
IJC (International Joint Commission). 1997. Overcoming Obstacles to Sediment Remediation in the Great Lakes Basin. White Paper by the Sediment Priority Action Committee, Great Lakes Water Quality Board, International Joint Commission. Windsor, Ontario.
Kauss, B. P. 1996. Cole Drain (Sarnia) Contaminant Concentration and Loadings. Draft Report. Environmental Monitoring and Reporting Branch, Ontario Ministry of Environment. Etobicoke, Ontario.
McCorquodale, J. A., Tomczak, M. and G. D. Haffner. 1998. Overview of Findings - Summary and Recommendations - A component report of the Application of Computer Modeling and Biomonitoring in Decision Making for the St. Clair River Area of Concern. Great Lakes Institute for Environmental Research, Windsor, Ontario.
MOEE (Ministry of Environment and Energy). 1995. The St. Clair River Area of Concern, Water Use Goals, Remedial Measures, and Implementation Strategy - Stage II Remedial Action Plan. Sarnia, Ontario.
Persaud, D., Jaagumagi, R. and A. Hayton. 1993. Guidelines for the Protection and Management of Aquatic Sediment in Ontario. Water Resources Branch, Ontario Ministry of Environment and Energy. Toronto, Ontario.