Contaminant Sleuthing in the Coastal Environment

Raymond M. Wright, Professor
Department of Civil Engineering
Ray Wright earned a BS in civil engineering from Tufts University. He has an MS and a PhD, both in civil engineering, from Pennsylvania State University. He joined the URI faculty in 1981 and specializes in hydrologic research in lakes, rivers, and estuaries.

Daniel W. Urish, Professor
Department of Civil Engineering
Dan Urish received a BS in civil engineering from the University of Illinois and an MS in civil and environmental engineering from the University of Washington. In 1978, after 20 years with the U.S. Navy, he received his PhD from URI and joined the faculty. His research has focused on island and coastal hydrogeologic studies.

The water that flows into Greenwich Bay comes from a 13,000-acre watershed containing some 19,000 residences. The watershed also contains dairy farms, on-site sewage disposal, and gas stations. Relatively clean precipitation moves along myriad pathways to the bay, accumulating anthropogenic contributions, many of which can be harmful to the bay.
      Greenwich Bay is a rich natural resource with shellfishing, sailing, and swimming. It has a beautiful coastline and is bordered by a 500-acre state park. During the past two decades, Greenwich Bay shellfishing areas have been closed due to high levels of fecal coliform which contaminated the shellfish. There have been beach closures as well. The loss of a major shellfishing resource was of great concern to City of Warwick officials. Another contaminant of concern is nitrogen. When nitrogen is present even in low values in salt water, it can trigger eutrophication, a condition of overfertilization that results in oxygen depletion and attendant fish kills. Both fecal coliform and nitrogen are contained in human and animal waste. The sources of these contaminants were not known.
      A major comprehensive study was funded in 1994 by the City of Warwick and RI Sea Grant to determine the nature and origin of pollutants traveling through the watershed into the Bay.
      Two principal avenues transport water through the watershed to the bay---surface stream flow and much slower moving and unseen groundwater. In the Greenwich Bay watershed, approximately 72 percent of the water enters the Bay as stream flow and 28 percent as direct groundwater discharge along the coastline.
      We began the study by providing an accurate assessment of the existing water quality conditions in the drainage area under both dry weather conditions (groundwater) and wet weather conditions (groundwater, stream sediment resuspension, and storm runoff). Samples were taken at a series of stations from a stream's headwaters to the confluence with the bay and at the end of a pipe discharging into the bay.
      When it rains, a stream's flow increases due to surface runoff. At the start of a storm, if there has been no precipitation for several days, the dry weather stream flow is groundwater. The characteristics of the storm are represented by a hyetograph which shows precipitation amounts. The stream flow increases, reaches a maximum, and tapers off as the storm passes. This response is referred to as a stream's hydrograph.
      Three storms were monitored using the same stations and water quality constituents that were monitored during the dry-weather program. A prestorm sample defined the baseline dry-weather loads. Time zero was set at the start of runoff. Sampling was scheduled at regular intervals and customized to storm and hydrograph characteristics. Flows were determined for each sample.
      Rainfall criteria were critical to the monitoring program and the interpretation of the data. The goal was to isolate the effect of a discrete event to permit the characterization of runoff and the determination of the impact on receiving water quality. The criteria were designed to sample storms associated with frontal systems that provided uniform rainfall over the watershed.
      In the summer of 1994, the first dry-weather and wet-weather surveys were completed in Hardig Brook and revealed extraordinarily high levels of fecal coliform at very different locations. Additional surveys isolated the sources of the problem to two half-mile stretches of stream. Subsequent investigations narrowed the search to several hundred feet and finally to the sources. The dry-weather sources were three raw sewage discharges discovered under a series of old buildings, and the wet-weather source of fecal coliform was a dairy farm.
      Groundwater discharge is diverse and depends on the geology and geometry of the shoreline. The sampling process is a challenge. Thermal infrared aerial imagery was used to identify optimum locations for groundwater discharge sampling in August 1998. The thermal infrared image shows the cold groundwater discharge as dark plumes moving from the shoreline into the warmer water of the bay. One of the regions of strong groundwater discharge was identified along the eastern shore of Arnold Neck. Sampling of the plume directed by the thermal infrared image showed major nutrient contamination. Residences are dense in this area, and the soils are poorly suited to on-site sewage disposal; this results in little attenuation of pollutants prior to discharge along the water's edge.
      The City of Warwick, in conjunction with the Rhode Island Department of Environmental Management, has taken steps to further investigate, correct, or alleviate these contamination sources. When point sources are discovered, specific remedial action can be taken by property owners. However, the solutions to widespread non-point source pollution are larger and more costly. The City of Warwick has embarked on a $130 million program to sewer the most critical areas. Studies indicate that sewering the watershed area can reduce harmful nitrogen input from groundwater sources by 80 percent.

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