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Agenda 11-02-23; 4-a - Resolution Endorsing Consensus Principles II for Revised Falls Lake Rules
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Agenda 11-02-23; 4-a - Resolution Endorsing Consensus Principles II for Revised Falls Lake Rules
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11/2/2023
Meeting Type
Business
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Agenda
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4-a
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Agenda for November 2, 2023 BOCC Meeting
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Af� 20 <br /> Background and Supporting Information <br /> History of the Reservoir and Characteristics of Falls Lake and its Watershed <br /> The history of Falls Lake reservoir provides important context for its current water quality. The "lake" <br /> is a man-made body that results in an impoundment of the Neuse River at the natural fall line of the <br /> river at "the Falls of the Neuse." The placement of the Falls Lake Dam converted a natural, riverine <br /> environment to one with hydrologic, habitat, and ecological conditions very different from those that <br /> existed previously. This conversion has resulted in factors that affect water quality that were not <br /> present before the river was dammed. The reality of this history brings us to the regulatory and <br /> water quality policy crossroads of how this management effort should proceed over the coming <br /> decades. <br /> The Falls Lake reservoir project was authorized <br /> by Congress as part of the Flood Control Act in <br /> 1965 and began filling in January 1983. <br /> Figure 1 shows an old earthen dam uncovered <br /> during the construction of the Falls Lake dam <br /> in the late 1970s. The Congressionally <br /> authorized uses of Falls Lake include flood -- <br /> control, drinking water supply, recreation, <br /> fishing, aquatic life, and wildlife. Design and <br /> construction of the impoundment were <br /> conducted by the U.S. Army Corps of Engineers <br /> (USACE), which continues to manage and <br /> operate the reservoir today. Figure 1.Construction of the Falls Lake Dam,photograph courtesy <br /> Pre-impoundment studies predicted that Falls of the US Army Corps of Engineers as cited by the Wake Forest <br /> Historical Museum. <br /> Lake would be highly eutrophic (over-enriched <br /> with nutrients), especially in the shallow, upper <br /> end of the lake (DNER 1973, USACE 1974, NCDEM 1983). These studies also predicted that <br /> chlorophyll-a concentrations would be high and that dissolved oxygen would be depleted in deeper <br /> portions of the lake during thermally stratified (warm summer) conditions. <br /> Laboratory analysis of chlorophyll-a measures the green pigment in a water sample and is used as <br /> an indicator for algal growth. In 1979,the NC EMC established a chlorophyll-a criterion of 40 pg/L. <br /> The driving force for this water quality standard was poor water quality conditions on the Chowan <br /> River in northeastern NC. The Chowan River is a tributary to Albemarle Sound. Water quality <br /> conditions in this estuary in the 1970s resulted in demonstrated impairments to the waterbody that <br /> directly impacted the classified, designated uses. In response to these impacts,the Division of <br /> Environmental Management(predecessor agency of what is now the Division of Water Resources, <br /> DWR) evaluated these conditions and convened a group of established scientists and subject matter <br /> experts. This group provided a recommendation for a benchmark level of algal activity, using <br /> chlorophyll-a as indicator. This threshold would guide regulatory action to address the problems on <br /> the Chowan River. The agency, through the EMC, adopted the benchmark level as a standard and <br /> applied this value to all waterbodies in the state. The evaluation that led to this standard was not <br /> specifically referenced to use support impacts in reservoirs. <br /> Despite the water quality predictions provided in the pre-impoundment studies, it was concluded <br /> that the expected levels of algal activity would not impede the anticipated designated uses of Falls <br /> Lake. NC allowed the construction of the dam under Section 401 of the Clean Water Act (the Water <br /> 1 <br />
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