Current Updates


The plans for the first two BMP projects have been approved by Kentucky Division of Water. Click to download the plans for rain gardens or the Levi Jackson stormwater wetland.


In 2007, the Corbin City Reservoir Watershed Based Plan (WBP) was approved by the Kentucky Division of Water and the USEPA. Click Here to download. As of November 2007, Third Rock received notification that, in addition, our plan for implementing the WBP will be funded. This second phase of the project will begin in February 2008.


Background


None of the water quality problems that exist in the Corbin City Reservoir watershed will be easily solved, but we can achieve significant progress by prioritizing problems and building community awareness. Many of the issues affecting our land and water are highly interrelated. A watershed approach offers an opportunity for comprehensive planning to better manage the resources on which we all depend. The principle of a watershed approach is to seek integrated solutions at a watershed level that take into account all the land uses and needs of the community and the environment.

Through a 2003-04 319(h) grant, Third Rock Consultants has identified and quantified the pollutants negatively impacting the Corbin City Reservoir and the tributaries within the watershed were quantified. After thoroughly assessing and monitoring the watershed, the results and recommendations for improving water quality were compiled in a document for the Kentucky Division of Water. This document, or Watershed Plan indicates that failing sanitary sewers, stormwater runoff, agricultural and construction activities, the London wastewater treatment plant discharge, abandoned mine lands, and streambank erosion are principal sources of pollutant to our water resources. The Watershed Plan presents biological, chemical, and physical stream data, locations where pollution control will be most beneficial, and a plan for watershed-level remediation.

The Watershed Plan indicates that nutrient addition is the primary source of the reservoir problem. Nutrients are entering the waterways, and ultimately the reservoir, through the London Wastewater Treatment Plant discharge (point source to Little Laurel river via Whitley Branch), London’s stormwater runoff and suspected sanitary sewer overflows (SSOs), exposed soil during construction activities, cattle grazing, and other agricultural activities (nonpoint sources). Measured phosphorus concentrations across the watershed were often in the range where accelerated eutrophication is likely for P-limited freshwaters. Elevated nitrogen concentrations were also measured, especially at the station below the wastewater treatment plant discharge.

Elevated total suspended solids (TSS) concentrations following storm events indicate that overland sediment transport and/or streambank erosion are contributing sediment to the streams. Elevated phosphorus and iron levels correlate with the sediment load. Based on personal communication with the director of the Corbin City Utilities Commission (Herd 2006), sediment is indeed accumulating and reducing the capacity of the Corbin City Reservoir.

Pathogen levels, from natural sources, cattle grazing, failing septic systems, or SSOs, were elevated across the watershed.

Of the three major waterways draining the watershed, the Little Laurel River contributed more to the nutrient, sediment, and bacterial load entering the reservoir than the Laurel River and Robinson Creek during all storm events measured.

The Watershed Plan also includes the physical stream character and potential for biological support at 50 stream monitoring stations throughout the watershed. This was determined using Rapid Bioassessment Protocol (RBP) scores and measured pH, dissolved oxygen, and conductivity. The RBP scores were consistently very low across the entire watershed, and 41 of the 50 sites surveyed scored Not Supporting. The other nine sites scored Partially Supporting. Overall, the streams monitored consistently lacked adequate riparian buffers, exhibited heavy sedimentation, and exhibited signs of severe bank instability and degradation due to livestock.


Poor Physical Habitat at a Stream Monitoring Site Third Rock and Volunteers sample a stream.

Based on the level of impairment (as indicated in the Watershed Plan), this watershed is in immense need of watershed-scale remediation. In May 2006, Third Rock applied for another 319(h) grant to fund projects and employ the remediation solutions suggested by the Watershed Plan. A holistic approach will be used to improve the water quality throughout the entire watershed, targeting the most critical areas in order to most efficiently and economically reduce nonpoint source pollution. Likewise, it will be an iterative approach, combining implementation projects and further study as information becomes available.

A bioretention area or “rain garden” could be implemented to capture, retain, and treat rooftop and parking lot runoff in a developed area.

A bioretention area or “rain garden” can effectively treat stormwater runoff in a rather inconspicuous way. The rain garden has the capacity to treat and store runoff, but has the appearance of an attractive landscape feature without using large areas of land.



View of a rain garden adjacent to a parking lot.


A stormwater wetland could also be used to improve water quality and reduce peak discharge. Like the rain garden, a stormwater wetland offers passive, low-maintenance treatment of nonpoint source pollution, as well as the aesthetic benefit of unique habitat for vegetation, birds, animals, and aquatic life. Like a natural wetland, a constructed wetland has the capacity to capture runoff, releasing it slowly, and to improve the quality of water passing through.


Stormwater wetland constructed to capture runoff
on a golf course in North Carolina.


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