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PROJECT OVERVIEW : <br /> This facility will be the second full-scale facility of its kind in Indian River County and the <br /> nation. Through <br /> engineered design and flow control, high levels of biomass productivity can be maintained. Predictable& nitrogen <br /> and <br /> phosphorus removal results from the routine recovery of excess productivity. Several BMPs are used for this <br />project: <br /> primary screening using self-cleaning trash rakes ; grit/sediment removal; biological nutrient removal using the algal nutrient <br /> removal facility; additional suspended solids removal using micro-screening or other highly efficient screens; final effluent <br /> polishing using high quality wetland systems ; . and disinfection of effluent used for irrigation reuse . Additionally, <br /> the <br /> harvested algal biomass is a useful byproduct. Recovered biomass is processed into marketable end products including high <br /> grade compost or livestock feed. <br /> An AGNRF system will remove dissolved nutrients from up to 10 million gallons per day of stormwater and canal <br /> water and from up to 1 .5 million gallons per day of reverse osmosis reject water from the South County Reverse Osmosis <br /> (RO) Treatment Plant. The RO reject water (currently discharged into the South Relief Canal untreated) will be blended with <br /> the canal water and the ANRF will remove dissolved nitrogen and phosphorus from the blended water. Hydrogen sulfide <br /> present in the RO reject water will be dissipated into the atmosphere as the mixture flows over the ANRF surface. Initially, <br /> up to 3 million gallons per day of treated canal water will be disinfected and placed into a proposed County reuse <br /> water <br /> system. The remaining water will be returned to the South Relief Canal where it will continue its journey to the IRL. <br /> The ANRF uses a patented water treatment technology developed specifically to enhance water quality of polluted <br /> waters through the active cultivation of attached algae upon an engineered surface. By cultivation is meant the production <br /> and periodic harvesting of the attached algae (epiphytic and periphytic) and the community of organisms that <br /> become <br /> established on and around the algae. This living community of plants and organisms is known as algal turf and includes <br />not <br /> only the algal biomass, but also associated invertebrates, bacteria, fungi, organic residues, and inorganic <br /> precipitants. <br /> Through the community ' s biological and chemical dynamics, nutrient pollutants are removed from the water <br /> column, <br /> dissolved oxygen is increased, and oxidation of reduced substances is facilitated. The result is a treated effluent reduced <br /> in <br /> nutrients, high in dissolved oxygen, and relieved of many potentially biologically deleterious and toxic substances. One or <br /> more final polishing filters, similar to wastewater treatment type filters, will be included in the treatment train downstream of <br /> the ANRF to remove all remaining solid particles from the treated water and a linear wetland system will <br /> provide final <br /> polishing. <br /> The Algal Nutrient Removal Facility offers the advantage of high areal removal rates for both nitrogen <br /> and <br /> phosphorus, which result in reduced land area requirements and treatment costs. ' Effluent from the ANRF process is highly <br /> oxygenated, often exceeding saturation during the daytime, and typically well above 5 mg/1 dissolved oxygen (DO) during <br /> the nighttime. ANRF units have relatively short hydraulic detention, and thereby avoid accumulation of heavy sediment <br /> loads. As algae rely heavily upon dissolved bicarbonate, carbon dioxide and carbonate as a carbon source, pH levels within <br /> the ANRF effluent can increase during the daytime as alkalinity shifts towards hydroxyl alkalinity. This change in water <br /> chemistry allows engineered ANRF systems to be optimized for the precipitation and recovery of pollutants <br /> including <br /> phosphorus. ANRF units have also been shown to be effective at removing ammonia and nitrate + nitrite nitrogen; <br /> and <br /> recovering trace metals and select organic compounds . The ANRF technology was specifically developed to offer low cost <br /> treatment even under low nitrogen and phosphorus conditions . <br /> PC South will greatly improve the IRL ' s health by significantly removing suspended solids and dissolved nitrogen <br /> and phosphorus from the waters of the IRFWCD South Relief Canal before the waters enter the IRL, while increasing oxygen <br /> levels . This will benefit and protect seagrasses and associated fauna, providing them with an environment suitable for their <br /> growth and reproduction. As seagrasses are preserved and proliferate, fish and wildlife populations will increase <br />. The <br /> potential for dangerous IRL algal blooms, including macroalgae such as Gracilaria sp. , caused by high nutrient loadings will <br /> also be greatly reduced. A secondary benefit will be the creation of a significant source of treated water <br /> for irrigation <br /> purposes for commercial, industrial, and residential users, thus lowering their consumption of water from the surficial <br />and <br /> Floridian aquifers, thereby promoting water conservation and preserving groundwater. This will also benefit the IRL by <br /> ' For example, STA systems may achieve phosphorus removal rates of 14 g=P/m2-yr or less than 0. 10 lb-P/acre-day; WHSTM <br /> units at high nutrient concentrations may achieve as high as 25 g-P/m2-yr removal or about 0.62 ib=P/acre-day; <br /> ANRF <br /> systems at comparatively low nutrient concentrations have been documented as achieving well over 50 g-P/mZ-yr or 1 .24 lb- <br /> P/acre-day. The implication is that an ANRF unit may provide treatment in 1 acre equivalent to 50 acres of STA or treatment <br /> wetlands . <br /> DEP Agreement No. G0353 , Attachment A, Page 2 of 12 <br />