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�n=41 <br /> Implications for a Revised Nutrient Management Strategy <br /> Given the vast amount of data collected in the watershed and lake, and the unavoidable constraints <br /> on further reductions in nutrient loading, a more reasonable implementation program with <br /> achievable water quality standards is the most correct path. A long-term, continued program based <br /> on investment in water quality management in the watershed and lake is needed. This approach will <br /> provide continued progress on protecting and improving water quality. The information developed <br /> during this evaluation process shows a reservoir that is eutrophic but meeting its designated uses. It <br /> also shows a lake that is subject to elevated algal activity and ongoing development in the <br /> watershed. To mitigate the impacts of development, implementation of the New Development Rule <br /> is an important management component of the strategy. The full impact of new development <br /> includes additional loading to the lake at flows exceeding SCM design standards. Land conservation <br /> and promoting the retention and creation of natural areas in the watershed are also essential <br /> components of an effective, ongoing strategy. Actions to improve watershed health and address <br /> current nutrient loading will provide protection of this important water resource. <br /> Pump-and-Treat Scenario <br /> As discussed in previous sections, one model scenario revealed that removal of all human-generated <br /> nutrient inputs and conversion of all land to forests would not meet the chlorophyll-a standard in <br /> Falls Lake. This means that all sources in the watershed would have to be treated to levels below <br /> that of a wooded watershed to comply with chlorophyll-a standards. This level of treatment would <br /> require a pump-and-treat system. To illustrate the cost, tremendous challenges, and economic <br /> impact of applying pump-and-treat systems to potentially meet the chlorophyll-a standard, a <br /> hypothetical implementation of an algal harvesting system called an algal floway is described below. <br /> System Description <br /> The City of Durham pilot tested a small-scale algal floway nutrient removal system that pumps water <br /> out of Falls Lake, releases the water to flow across shallow, open conveyances that grow algae, and <br /> then discharges the treated water back into the lake. The cultivated algae consume (remove) <br /> nitrogen and phosphorus as the water flows across the conveyance. These algae are periodically <br /> harvested along with the nutrients stored in their cells. The harvested material is transported to <br /> another location and treated to convert it into a soil amendment or to be disposed of alternatively <br /> (landfill, etc.). Reports associated with the pilot test, conceptual design, and 2021 construction cost <br /> estimates are available online at https://www.durhamnc.gov/4678/Algal-Floway. <br /> Based on the pilot study results, the City of Durham evaluated the feasibility and operational aspects <br /> of a full-scale algal floway which could treat 10 million gallons of water per day. Approximately <br /> 2,000 wet tons of cultivated algae would be removed from the floway each year. The amount of <br /> nitrogen removed by the algae would range from 3,000 to 6,000 pounds each year. This range <br /> assumes the water level at the withdrawal point(either a tributary to Falls Lake or the lake itself) <br /> would always be high enough to pump water into the treatment system and that the concentrations <br /> of nutrients from the pumped water were like those observed in the pilot study. The cost to <br /> construct this facility was estimated at$7.9 million with annual expenses over a 20-yr service life of <br /> $170,000 per year. These costs do not include the cost of land or the effort of successfully siting <br /> the system. <br /> Reductions Required to Meet the Chlorophyll-a Standard Ninety Percent of the Time <br /> As noted in previous sections, the UNRBA watershed modeling estimates the current delivered total <br /> nitrogen load to Falls Lake averages 1.65 million pounds per year. The UNRBA EFDC lake model <br /> estimates that a 50 percent reduction in this total nitrogen load would be required to meet the <br /> 22 <br />