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I <br /> 19 <br /> ExEcumvE SUMMARY <br /> Cadmus also designed the study to address the multiple objectives outlined by the advisory committee. A <br /> "scenario based" decimn approach was used, whereby meaningful indicators were developed to link <br /> management objectives with options, and provide a shorthand for communicating the potential effects of <br /> management decisions on attaining those objectives. The advisory committee and OWASA planning staff were <br /> involved bout the study,providing feedback on the feasibility and preferences for management options. <br /> The study was conducted in five phases: <br /> 1. Coordination and collection of data <br /> 2. Analysis of existing data <br /> 3. Refinement of decision approach <br /> 4. Development and evaluation of management scenarios <br /> 5. Documentation of findings and recommendations to date <br /> Watershed contaminant delivery and reservoir water quality models were calibrated and applied to support <br /> phases 2 through 4. A spreadsheet modeling tool oriented for continued planning and management decision <br /> support was also developed and used to aid in the evaluation of management scenarios. <br /> STUDY FmiNGS AND CONCLUSIONS TO DATE <br /> From the information gathered and analyzed during this study, conclusions were drawn in five key areas that <br /> should form the foundation for completing a management plan for the Cane Creek Reservoir and Watershed. <br /> (1) Existing Reservoir Water Quality <br /> Current water quality is generally acceptable and in compliance with applicable water quality standards, but <br /> is not pristine. As with University Lake and other Piedmont reservoirs, Cane Creek Reservoir receives large <br /> loads of nutrients that contribute to a range of conditions that have the potential to compromise both public <br /> health and aesthetic objectives(Chapter 2). Potential changes in land use may increase the threat of excessive <br /> nutrient loading. <br /> (2) Current Protection Measures <br /> Modeling analyses indicate that development regulations and practices currently in place are not sufficient to <br /> prevent future water quality deterioration from anticipated new residential development. Although agricultural <br /> sources in the watershed currently contribute substantial contaminant loads to the reservoir, continued <br /> implementation of best management practices for dairy operations under time tables specified by North <br /> Carolina Administrative Code 15A NCAC 2H .0200 appear adequate to protect the reservoir from further <br /> degradation attributable to agricultural sources(Chapter 4). <br /> E-4 <br />