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Kim ey>>> Horn Page 8 <br />compliance with respect to the lead and copper testing regimes, confirm treatment operating protocols are <br />working and determine, what, if any, protocol changes are needed. <br />Indian River County Utilities (IRCU) owns and operates a consolidated water system that treats and pumps <br />potable water to customers from two regional membrane softening water treatment plants (WTPs). The <br />southern portion of the County is served by the South Oslo Road WTP currently has a capacity rating of <br />8.57 MGD, consisting of 6 MGD nanofiltration (NF) permeate and 2.57 MGD of raw water bypass blend. <br />There are four (4) NF trains that treat brackish groundwater from seven (7) Upper Floridan Aquifer (UFA) <br />wells. Post-treatment stabilization is achieved through combination of raw water blend and chemical <br />addition, utilizing carbonic acid solution and lime slurry addition. Caustic feed for pH and alkalinity <br />adjustment is in place but not currently in service. Fluoride is also added to the finished water for consumer <br />health benefits and free chlorine is utilized for disinfection. <br />Oslo has historically operated with a raw water blend of 30 percent of the plant's capacity; however, due to <br />formation potential of disinfection by-products (DBPs), particularly of bromide species, this blend ratio has <br />been reduced over time, further reducing the contribution of hardness and alkalinity from the raw water. <br />This reduction in blend flow rate, although beneficial to finished water quality, results inadvertently in <br />treatment capacity reduction. IRCU has an active project to increase WTP capacity to 9 MGD with 7.5 <br />MGD of NF permeate and 1.5 MGD of raw water bypass, reducing the blend ratio to 17% blend. This <br />project will include multiple improvements to the WTP, most notably to the membrane softening trains, <br />process piping, high service pumps, and chemical systems. Project is anticipated to be completed by winter <br />2024. <br />The northern portion of the county is served by the North Hobart WTP which has a capacity rating of 17.14 <br />MGD. Due to permitted limitations associated with concentrate disposal to Spoonbill Marsh, the WTP is <br />truly limited to 11.44 MGD capacity. Hobart consists of eight (8) NF trains that treat brackish water from <br />nine (9) Upper Floridan Aquifer (UFA) wells. Similar to Oslo, post-treatment stabilization consists of raw <br />water blend, and chemical addition of carbonic acid, lime slurry and sodium hydroxide addition. The plant <br />is configured such that there are two banks of NF trains (North and South) and two clearwells (East & <br />West), where each bank is dedicated to a specific clearwell. This configuration has let to operational hurdles <br />towards maintaining a finished water quality. Hobart has historically maintained a raw water blend of 30 <br />percent of the plant's capacity but has reduced blend flow percentages to reduce DBP formation potential <br />in the finished water. The existing post-treatment stabilization system serves to supplement the reduction <br />in hardness and alkalinity otherwise gained through raw water blend. <br />The goal of the membrane softening water treatment process is to produce water that is free of salts, low <br />in hardness and organics. In doing so, other more desirable constituents, such as hardness and alkalinity, <br />are removed from the water, leading to a less stable finished water quality. These types of characteristics <br />in membrane permeate water quality warrant post-treatment stabilization processes which add chemicals <br />back into the water to produce a less corrosive, slightly scale -forming and aesthetically pleasing water to <br />consumers. Post-treatment of nanofiltration (NF) permeate is especially necessary for compliance with the <br />United States Environmental Protecticn Agency's (USEPA) Lead and Copper Rule (LCR). The LCR <br />establishes action levels of 0.015 mg/L for lead and 1.3 mg/L for copper at consumer's taps and requires <br />corrosion control measures be implemented if more than 10 percent of the tap water samples collected <br />during any monitoring period exceed these levels. Post-treatment stabilization is therefore necessary to <br />inhibit corrosion and preserve the distribution system. <br />mm <br />