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W. Fred Falls

Publications and source records attributed to W. Fred Falls.

21 records · Page 2Linked to original sources

Ground-water levels in the Floridan-Midville aquifer in the Breezy Hill area, Aiken and Edgefield Counties, South Carolina, April 1999-November 2000

The Breezy Hill area in Aiken and Edgefield Counties of west-central South Carolina is a rapidly growing region in need of increasing amounts of ground water. From 1995 to 1998, the local water utility increased ground-water withdrawals in the Breezy Hill area from 1.4 to 2.1 million gallons per day to meet water-supply demands. As development continues, future demands for ground water will likely put stress on the surfaceand ground-water resources of the area. To address this issue, the U.S. Geological Survey, in cooperation with Aiken County, compiled and interpreted geologic and hydrologic data needed to map the ground-water system in the Breezy Hill study area. The Breezy Hill study area consists of four interfluvial areas comprising the regions between Horse and Little Horse Creeks, Little Horse and Hightower Creeks, Hightower Creek and Franklin Branch, and Franklin Branch and Mims Branch. Across the interfluvial areas, the average elevation of the water-level surface ranged from 200 to 480 feet above sea level, and the average saturated thickness of the Floridan-Midville aquifer ranged from less than 20 to 70 feet thick. A water-level contour map of the surface of the Floridan-Midville aquifer indicates that recharge to the aquifer occurs mainly within the interfluves. Recharge is derived principally from precipitation, although there is some potential for ground-water recharge from underlying crystalline rocks. Ground water discharges along the flanks of the interfluves into the bounding streams where the elevations of the ground water and streams coincide. From April 1999 to November 2000, calculated long-term normal precipitation totaled about 84.0 inches; however, actual recorded precipitation totaled 69.2 inches, representing about a 17.6 percent decrease in precipitation during this period. Published estimates of annual evapotranspiration range from 30 to 35 inches. A U.S. Geological Survey surface-water gaging station located near the center of the study area on Little Horse Creek monitors runoff from a drainage area of 26.6 square miles. Average annual flow for the station for water years 1990-2000 was 33.8 cubic feet per second. From April 1999 to November 2000, the monthly average flow was less than the average monthly flow for the longterm record, excluding December 1999 to March 2000 when no data were collected. Monthly average flow for Little Horse Creek exceeded the normal monthly flow during June and July 1999. Ground water in the Breezy Hill area is principally withdrawn from the unconfined Floridan- Midville aquifer. Ground-water withdrawals by the local water utility increased 37 percent from 1989 to 2000 (315.2 to 500 million gallons, respectively). From January 1999 to December 2000, the utility exceeded the long-term monthly average groundwater withdrawals for every month except September and December 2000. Calculated long-term monthly ground-water withdrawals by the utility for a 20-month period from April 1999 to November 2000 totaled 674 million gallons; however, actual ground-water withdrawals totaled 883 million gallons, which is 31 percent more than the long-term average ground-water withdrawals for the production wells. Published estimates of average annual ground-water recharge rates for the study area range from 13 to 15 inches per year. A base-flow recession analysis of streamflow data for Little Horse Creek provided an estimated recharge rate of 14.9 inches per year for the drainage area. Using an estimated average porosity ranging from 30 to 35 percent observed in sand-aquifer cores, the average annual recharge of 13 to 15 inches would cause a 3.6- to 4.1-foot water-level change to the saturated thickness of the aquifer, if applied instantaneously. The water-level declines observed in wells from April 1999 to November 2000 approximated an average decline of 4 feet. From November 1999 to November 2000, ground-water levels in six wells near utility pumping centers declined 2 to 5 feet. Long-term waterlevel declines of 10.27 and 11.50 feet were measured in two wells between May 1992 and April 2000, respectively.

South Carolina

Magnitude and extent of arsenic and thallium concentrations in ground water and sediments at the Charleston Naval Complex, North Charleston, South Carolina, 1994-99

Water-quality samples were collected quarterly during 1994-99 from 604 wells screened in the surficial aquifer system beneath the Charleston Naval Complex, North Charleston, South Carolina. Arsenic and thallium were selected for analysis because concentrations of these metals in some wells consistently exceeded the established (2001) drinking water maximum contaminant levels of 10 and 2 micrograms per liter, respectively. The analysis was conducted to determine the magnitude and spatial distribution of arsenic and thallium in ground water at the Charleston Naval Complex and to quantify arsenic and thallium concentrations in a dated sediment core from Shipyard Creek marsh near the southern boundary of the Naval Complex. The surficial aquifer system beneath the Charleston Naval Complex consists of an unconfined upper surficial aquifer and a confined lower surficial aquifer. Hydraulic connection between the two aquifers is limited or nonexistent throughout the system at the Naval Complex. The Charleston Naval Complex is divided into nine operational units designated as zones A through I. Arsenic and thallium concentration data were compiled and interpreted for the two surficial aquifers within each zone. Mean arsenic (n=603) and thallium (n=604) concentrations were calculated for water samples from each well screened in the upper and lower surficial aquifers. In the upper surficial aquifer, mean arsenic concentrations ranged from 0.9 to 339 micrograms per liter and exceeded 10 micrograms per liter in 29 percent of the wells. In the lower surficial aquifer, mean arsenic concentrations ranged from 1.0 to 97.4 micrograms per liter and exceeded 10 micrograms per liter in 23 percent of the wells. The greatest number of water samples with mean arsenic concentrations exceeding 10 micrograms per liter were collected from wells in the upper surficial aquifer at zone E in the northwestern part of the study area. Well clusters, defined as three or more wells in a solid-waste management unit or area of concern, where the mean arsenic concentration exceeded 10 micrograms per liter, were identified in association with 12 sites in the upper surficial aquifer-solid-waste management unit 039 (a drum-storage area) in zone A; solid-waste management units 044 (coal-storage area) and 047 (burning dump) in zone C; solid-waste management unit 065 (lead-storage area) and area of concern 556 (dry docks 3 and 4) in zone E; areas of concern 609 (building 1346 gas station) and 613 (locomotive shop) in zone F; solid-waste management units 006 (public works storage yard) and 008 (oil sludge pit), and area of concern 709 (fuel-delivery system wells 12, 13, and 14) in zone G; and solid-waste management units 009 (closed landfill) and 196 (south landfill) in zone H. One well cluster was identified in the lower surficial aquifer in association with solidwaste management unit 009 (closed landfill) in zone H. Mean thallium concentrations in water from all wells ranged from less than 1.6 to 32.6 micrograms per liter in water samples from the upper surficial aquifer, and from less than 1.6 to 67.7 micrograms per liter in water samples from the lower surficial aquifer. Mean thallium concentrations equal to or greater than 10 micrograms per liter were present in water samples from 21 of 604 wells (3.5 percent). Of the 21 wells, 14 wells were located at solid-waste management unit 009 (closed landfill) in zone H near Shipyard Creek, 8 wells in the upper aquifer, and 6 wells in the lower aquifer. One well cluster where thallium exceeded 10 micrograms per liter was identified in association with solid-waste management unit 009 (closed landfill) in the upper surficial aquifer. Mean arsenic and thallium concentrations in water were calculated for all wells screened in one aquifer and located in a single zone, and are referred to as zone mean concentration in this report. Zone mean arsenic concentrations in all nine zones ranged from 3.2 to 18 micrograms per liter in water samples from the upper surficial aquifer and from 2.7 to 22 micrograms per liter in water samples from the lower surficial aquifer. Zone mean thallium concentrations in all nine zones ranged from 3.2 to 13 micrograms per liter in water samples from the upper surficial aquifer and from 3.2 to 14 micrograms per liter in water samples from the lower surficial aquifer. Ground-water samples rarely had elevated (equal to or greater than 10 micrograms per liter) concentrations of both arsenic and thallium. Water samples had coincident elevated arsenic and thallium concentrations in 10 wells in zone H, 1 well in zone A, and 1 well in zone B. Sediment quality at Shipyard Creek marsh was investigated by collecting an 11.8-foot -long sediment core (SYC-1) adjacent to zone I. The mean arsenic concentration in sediment samples from SYC-1 (n= 160) was 3.05 milligrams per kilogram plus or minus 0.92. The mean arsenic concentration and standard deviation calculated for SYC-1 sediment samples fall within the standard error for the background mean arsenic concentration reported for South Carolina sediments (1.5 milligrams per kilogram plus or minus 2. 7). All but one sample (core depth =50 inches) was less than the threshold-effects level of 7.24 milligrams per kilogram. Acid extracts of the sediment samples were analyzed for thallium concentration, but none were detected. These data indicate no obvious change in arsenic or thallium concentrations with depth in the core.

South Carolina