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Research about Ocean County, New Jersey

Source-linked reports with geographic coverage including Ocean County, New Jersey.

5 recordsLinked to original sources
USGS2016

Simulated effects of groundwater withdrawals from aquifers in Ocean County and vicinity, New Jersey

Rapid population growth since the 1930s in Ocean County and vicinity, New Jersey, has placed increasing demands upon the area’s freshwater resources. To examine effects of groundwater withdrawals, a three-dimensional groundwater-flow model was developed to simulate the groundwater-flow systems of five area aquifers: the unconfined Kirkwood-Cohansey aquifer system and Vincentown aquifer, and three confined aquifers— the Rio Grande water-bearing zone, the Atlantic City 800-foot sand, and the Piney Point aquifer. The influence of withdrawals is evaluated by using transient groundwater-flow model simulations that incorporate three withdrawal schemes. These are (1) no-withdrawal conditions; (2) 2000–03 withdrawal conditions, using reported monthly withdrawals at all production wells from January 2000 through December 2003; and (3) maximum-allocation withdrawal conditions using the maximum withdrawal allowed by New Jersey Department of Environmental Protection permits at each well. Particle tracking analysis, using results from model simulations, delineated particle flow paths from production wells to the point of recharge, and estimated particle travel times. Compared with no-withdrawal conditions, 2000–03 withdrawal conditions reduced the amount of groundwater flow out of the Kirkwood-Cohansey aquifer system into streams, increased the net flow of water into other layers, reduced net flow into or out of storage, and reduced flow from the Kirkwood-Cohansey aquifer system to constant head cells. Freshwater discharging to the Barnegat Bay-Little Egg Harbor estuary from streams and groundwater is essential to maintaining the ecology of the bay. Examination of selected stress periods indicates that simulated base flow in streams flowing into the Barnegat Bay-Little Egg Harbor estuary is reduced by as much as 49 cubic feet per second for 2000 to 2003 withdrawal conditions when compared with no-withdrawal conditions. In the three confined aquifers, water levels during periods of low recharge and high withdrawals, and high recharge and low withdrawals, were examined to determine seasonal effects on the confined flow systems. The simulated potentiometric surface of the Rio Grande water-bearing zone and the Atlantic City 800-foot sand during selected stress periods indicates substantial declines from no-withdrawal conditions to 2000–03 conditions as a result of groundwater withdrawals. Cones of depression in Toms River Township, Seaside Heights and Seaside Park Boroughs, and Barnegat Light Borough developed in the potentiometric surface of the Piney Point aquifer in response to withdrawals. Maximum-allocation withdrawals decreased flow out of the Kirkwood-Cohansey aquifer system to constant head cells, increased flow out of the aquifer system to adjacent and lower layers, and reduced groundwater discharge to streams when compared with 2000–03 withdrawal conditions. Increases in withdrawals from the Rio Grande water-bearing zone, the Atlantic City 800-foot sand, and the Piney Point aquifer result in an increase in simulated net groundwater flow into these aquifers. Base-flow reduction from 2000–03 conditions to maximum-allocation conditions of 25 to 29 cubic feet per second in all streams draining to the Barnegat Bay-Little Egg Harbor also is indicated. Potentiometric surfaces of the Rio Grande water-bearing zone, Atlantic City 800-foot sand, and the Piney Point aquifer during two stress periods of simulated maximum-allocation withdrawal conditions indicated the expansion of several cones of depression developed during 2000–03 withdrawals. Simulation of average 2000–03 withdrawal conditions indicated the extent to which the groundwater-flow system is susceptible to potential saltwater intrusion into near-shore wells. Travel time from recharge to discharge location ranged from 11 to approximately 50,700 years in near-shore Kirkwood-Cohansey aquifer system wells. Those in Seaside Heights Borough, in Island Beach State Park (Berkeley Township), and in Ship Bottom Borough have particle travel times from 140 to 12,000 years and flow paths that originated under Barnegat Bay or the Atlantic Ocean from the simulation of average maximum-allocation withdrawal conditions. Travel time along flow paths to wells screened in the Rio Grande water-bearing zone and the Atlantic City 800-foot sand from recharge to discharge point ranged from nearly 530 years to greater than 3.73 million years from the simulation of average 2000–03 withdrawal conditions. Particle tracking indicated that most wells screened in these aquifers derived a large part of their recharge from the Oswego River Basin, with a small portion of flow originating either beneath Barnegat Bay or to the east beneath the Atlantic Ocean. Travel time along flow paths that start beneath either Barnegat Bay or the Atlantic Ocean ranged from 2,300 to approximately 134,000 years from the simulation of average maximum-allocation withdrawal conditions."

New Jersey↗
USGS1991

Electromagnetic terrain conductive and ground penetrating radar investigation at and near the Ciba-Geigy Superfund site, Ocean County, New Jersey: quality control assurance plan and results

Ground water is the principal source of drinking water in the vicinity of the Ciba-Geigy Superfund site near Toms River, Ocean County, New Jersey. The presence of earlier identified point sources of organic-compound and, to a lesser extent, metals contamination dt the Ciba-Geigy Toms River Chemical Company Plant has resulted-in severe degradation of ground-water quality and has increased the potentiil for water-supply problems (NUS Corporation, 1988). The point sources of contamination include a manufacturing area, a backfilled-lagoons area, a former fire-prevention training area, several sludge-disposal areas, and a drum-disposal area. A borrow area also is considered a potential source of contamination (Camp Dresser 6 McKee, Inc., 1989). The U.S. Environmental Protection Agency requested that the U.S. Geological Survey evaluate the hydrogeologic conditions in the Kirkwood- Cohansey aquifer system (Zapecza, 1989) and the extent of ground-water contamination on the property of the plant (which includes the Superfund site) and in Winding River Park, which borders the Toms River immediately to the east of the Superfund site (Barton, 1989). This investigation included an electromagnetic-induction survey covering 45 line miles throughout the site and a ground-penetrating-radar survey in part of the borrow area. The quality assurance/quality control plan (QA/QC) for the electromagnetic-induction survey established guidelines for performance, system audits, and data validation, and set control limits for instrument and procedural precision. The QA/QC plan for the groundpenetrating- radar survey sets guidelines for performance and system audits.

New Jersey↗
USGS1980

Investigation of acidity and other water-quality characteristics of Upper Oyster Creek, Ocean County, New Jersey

Water-quality data collected in the upper Oyster Creek drainage basin, Ocean County, N.J., indicate that the stream has excellent water quality except for a persistently low pH. The mean concentrations of the major inorganic ions were all less than 6.0 milligrams per liter. Mean concentrations of total nitrogen and total phosphorus were 0.15 mg/L and 0.01 mg/L, respectively. Dissolved oxygen averaged 8.7 mg/L and 81% saturation. Low pH levels are typical of streams draining cedar swamps. In Oyster Creek, the pH tended to decrease downstream due to chemical and biological processes. The pH levels in swamps were one-half unit or more lower than the pH levels in the adjacent stream. Sharp declines in stream pH were noted during runoff periods as the result of the mixing of poorly-buffered stream water with more highly acidic water from surrounding swamp areas. The quality of ground water within the study area was similar to the quality of streamflow, except for higher iron and ammonia-nitrogen concentrations and a higher pH range of 4.9 to 6.5. Precipitation represented a major source of many chemical constituents in the ground- and surface-waters of the Oyster Creek basin. (USGS)

New Jersey↗
USGS1978

Effect of controlled land application of sludge on ground-water quality, Ocean County, New Jersey

Percolation of contaminants from the controlled land application of domestic anaerobic digested liquid sludge has affected the quality of ground water in the highly permeable unconfined Miocene Cohansey Sand aquifer at Colliers Mills and Webbs Mill areas of the Pine Barrens region in Ocean County, New Jersey. The sludge, containing five percent solids, was applied to three soil types, the Downer, Lakewood, and Woodmansie series, at rates of 10, 20, and 40 tons per acre (22.4, 44.8, and 89.6 metric tons per hectare) per year for the growing seasons 1973-75. Contaminant concentration reached a peak at the water table in a cyclic pattern in response to peak recharge from precipitation during the cool months from November to April. The nature and occurrence of the contaminated ground water, which is moving at estimated rates of 1.1 to 1.6 feet (0.33 to 0.48 m) per day at Colliers Mills and 0.62 to 0.69 feet (0.19 to 0.21 m) per day at Webbs Mill, has been identified by comparing changes in concentration and distribution, above background levels, of specific conductance, nitrate-nitrogen, and chloride. Contamination of ground water has occurred under all plots receiving sludge application and the degree of contamination is generally directly related to the application rates. At the 40 ton per acre per year (89.6 metric ton per hectare per year) application rate the nitrate-nitrogen concentration increased from a background level of 2.4 milligrams per liter to a peak of 93.3 milligrams per liter at the Downer soil site, from 2.0 milligrams per liter to a peak of 98 milligrams per liter at the Lakewood soil site, and from 5.0 milligrams per liter to a peak of 54 milligrams per liter at the Woodmansie soil site. At the minimum application rate of 10 ton per acre per year (22.4 metric ton per hectare per year) the nitrate-nitrogen concentration increased from a background level of 2.4 milligrams per liter to 11.6 milligrams per liter at the Downer soil site, from 2.0 milligrams per liter to 10 milligrams per liter at the Lakewood soil sites and from 5.0 milligrams per liter to 38 milligrams per liter at the Woodmansie soil site. Under continuous sludge application at these soil sites, the contaminant concentration in ground water is expected to increase in relative proportion to loading rates. Contamination will also continue after the cessation of sludge application as long as the residual layer contains excess quantities of soluble sludge constituents.

New Jersey↗