Georgia Water Science Center
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Georgia Water Science Center Publications
Ground-Water Flow Study in the Vicinity of the Savannah River Site, South Carolina and Georgia
USGS Fact Sheet FS-178-95
Many regions of the United States are planning for increased water-supply demands as a result of population and industrial growth. Ground water often is the most practical source of new water supply because of its general good quality and availability near the source of need. However, ground water is vulnerable to contamination and, once contaminated, presents near insoluble remediation problems. Thus, many communities are justifiably concerned about maintaining the good quality of their ground-water reservoirs. One area of such concern is along the South Carolina-Georgia state line in the vicinity of the U.S. Department of Energy, Savannah River Site (SRS).
The U.S. Department of Energy (DOE), Savannah River Site (SRS) (Figure 1. Location of study area and test sites.) has manufactured nuclear materials for the National defense since the early 1950's. A variety of hazardous materials, including radionuclides, volatile organic compounds, and trace metals, are either disposed of or stored at several locations at the SRS.
Ground water originating in the vicinity of the SRS is thought to flow westward and discharge to the Savannah River. However, ground-water flowpaths in the vicinity of the Savannah River are poorly understood and need to be defined to determine the potential for contaminated ground water to migrate from the SRS, beneath the Savannah River, into Georgia. Contamination of ground water has been detected at several locations within the site (Figure 2. Areal and local ground-water contamination sites at the Savannah River Site. Modified from Westinghouse Savannah River Company, 1994. ).
A and M areas--chlorinated volatile organics, radionuclides, metals, nitrate
Two issues raised concerning the possible migration of contaminated ground water offsite from the SRS are:
Description of Study Area
The study area covers 4,592 square miles (miČ ) in the northern part of the Coastal Plain of Georgia and South Carolina (fig. 1). The SRS covers about 300 miČ , or 7 percent of the study area (fig. 2). The northern limit of the study area and boundary between the Coastal Plain and Piedmont is marked by the Fall Line. Coastal Plain sedimentary rocks consist of alternating layers of sand, clay, and lesser amounts of limestone that progressively thicken from the Fall Line to the southeast, reaching an estimated thickness of 2,700 ft in the southern part of the study area. These rocks comprise highly permeable water-bearing units through which ground water readily flows (aquifers), and low permeability confining units that restrict the flow of ground water.
Silvaculture and agriculture are the predominant land uses in the study area where pine timber, cotton, and soybeans are major crops. Kaolin is mined in parts of the study area. The largest cities in the study area are Augusta, Ga.--population 44, 639; and Aiken, S.C.--population 19,872 in 1990 (U.S. Department of Census, 1991).
Trans-river flow is a term that describes a condition whereby ground water originating on one side of a river migrates beneath the river floodplain to discharge points located on the other side of the river. Natural factors controlling the potential for trans-river flow include (1) water-bearing properties of aquifers and confining units; (2) thickness and areal extent of confining units; and (3) hydraulic gradient.
The Savannah River acts as a hydrologic "sink" into which ground water from surrounding and underlying aquifers discharge (Figure 3. Possible ground-water flow conditions beneath Savannah River.. This sink is thought to have formed as the river eroded through the uppermost confining units and was subsequently filled with permeable alluvium. It is possible, however, that some ground water can flow beneath the river to the opposite side of the river from its point of origin in response to natural or human-induced hydraulic gradients.
SRS GROUND-WATER STUDY
Because of the highly complex nature of ground-water flow in the SRS region, the DOE in 1991 requested that the U.S. Geological Survey (USGS) conduct a study to define ground-water flow and stream-aquifer relations in the Savannah River basin in the vicinity of SRS. Other participants in the 6-year study include the Georgia Department of Natural Resources, Clemson University, and the University of Georgia. A committee consisting of representatives from SRS and Georgia and South Carolina State agencies provides technical oversite. The major objective of the study is to quantitatively describe ground-water flow in the vicinity of the SRS and the Savannah River, including evaluation of stream-aquifer relations, to determine whether trans-river flow is occurring. Effects of selected hypothetical pumping scenarios on the potential for trans-river flow also are being evaluated. The study is being implemented in two phases.
Phase I of the study, completed in 1994, defined the geologic, hydrologic, and water-quality conditions in the SRS area through field investigations, test drilling, data analysis, and ground-water flow modeling (Clarke 1992). Elements of phase I included
Analysis of water sampled from 14 test wells and 2 existing municipal wells indicate that the water is within the U.S. Environmental Protection Agency (USEPA) primary drinking-water standards (1993) having no detectable concentrations of contaminants in the deeply buried aquifers. Concentrations of tritium below the USEPA maximum contaminant level of 20,000 parts per liter (U.S. Environmental Protection Agency, 1993) were detected in one 100-foot deep well in northern Burke County, Ga. (Clarke and others, 1994). The source and extent of tritium concentrations in shallow ground water in Georgia were reported by Summerour and others (1994).
During phase II, a more focused site-specific data collection program near the Savannah River will be implemented using geologic and water-quality data from phase I. Based on data and flow-model simulations conducted during phase I, the area having the greatest potential for trans-river flow is near the Burke-Screven County, Ga., line south of the SRS. To provide better definition of ground-water flow conditions in this area, several wells are planned at a cluster site during phase II. Calibration of the ground-water flow model from prepumping to modern-day (1992) conditions is to be completed. Model simulation of hypothetical pumping scenarios that might induce trans-river flow are planned. Upon completion of phase II, a long-term network is planned to monitor ground-water levels and water-quality data near the Savannah River.
Clarke, J.S., 1992, Evaluation of ground-water flow and quality in the vicinity of the Savannah River Site, Georgia and South Carolina in Abstracts with Programs, Southeastern Section: Boulder, Co., The Geological Society of America, v. 24, no. 4, p. 47.
Clarke, J.S., Falls, W.F., Edwards, L.E., Fredricksen, N.O., Bybell, L.M., Gibson, T.G., and Litwin, R.J., 1994, Geologic, hydrolo-gic, and water-quality data for a multi-aquifer system in Coastal Plain sediments near Millers Pond, Burke County, Georgia: Georgia Geologic Survey Information Circular 96, 34 p.
Summerour, J.H., Shapiro, E.A., Lineback, J.A., Huddlestun, P.F., and Hughes, A.C., 1994, An investigation of tritium in the Gordon and other aquifers in Burke County, Georgia---Final Report, Georgia Geologic Survey Information Circular 95, 93 p.
U.S. Bureau of the Census, 1991, Census data---Georgia and South Carolina in Census of Population and Housing, 1990 [machine readable data files]: Washington, D.C., U.S. Department of the Census, Public Law (P.L.) 94-171
U.S. Environmental Protection Agency, 1993, Maximum contaminant levels (subpart B of part 141, National primary drinking-water regulations): U.S. Code of Federal Regulations, Title 40, parts 100 to 149, revised July 1, 1993, p. 600.
Westinghouse Savannah River Company, 1994, Savannah River Site environmental report for 1993: Westinghouse Savannah River Company, Aiken, S.C., WSRC-TR-94-075, prepared for U.S. Department of Energy, contract no. DE-AC09-89SR18035, variously paged.
The full report can be ordered from USGS. You may order online, or call or write: