Citizens of the State of Florida v. Julie Imanuel Brown, etc.

269 So. 3d 498
CourtSupreme Court of Florida
DecidedApril 25, 2019
DocketSC18-213
StatusPublished

This text of 269 So. 3d 498 (Citizens of the State of Florida v. Julie Imanuel Brown, etc.) is published on Counsel Stack Legal Research, covering Supreme Court of Florida primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Citizens of the State of Florida v. Julie Imanuel Brown, etc., 269 So. 3d 498 (Fla. 2019).

Opinion

LABARGA, J.

On behalf of the Citizens of the State of Florida, the Office of Public Counsel (OPC) appeals a decision of the Florida Public Service Commission (PSC) allowing the Florida Power and Light Company (FPL) to recover certain environmental compliance costs from ratepayers pursuant to section 366.8255, Florida Statutes (2018). See In re Envtl. Cost Recovery Clause , Order No. PSC-2018-0014-FOF-EI, 2018 WL 334384 (Fla. Pub. Serv. Comm'n Jan. 5, 2018). We have jurisdiction. See art. V, § 3(b)(2), Fla. Const. For the reasons explained herein, we affirm the PSC's decision.

BACKGROUND

FPL operates the Turkey Point Power Plant (Turkey Point), an 11,000-acre facility located on the shores of Biscayne Bay and Card Sound, roughly twenty-five miles south of Miami. Among the five power-generation units at Turkey Point are two nuclear units, referred to as Unit 3 and Unit 4.

Adjacent to the west side of Turkey Point is the Cooling Canal System (CCS), *500 a 5,900-acre network of unlined canals which serves as the cooling system for Units 3 and 4. Units 3 and 4 are cooled by taking water from the CCS into a heat transfer infrastructure in the power plant. The heated water is then discharged from the power plant into the CCS, where it circulates and cools as it returns to the intake point. By the time the water again reaches the intake point around forty-eight hours later, its temperature has reduced sufficiently to allow it to be useful for cooling. The water is then pumped back out of the CCS into the heat exchange infrastructure, and the cycle begins again. The CCS is a closed-loop system, meaning it does not take in any water from surrounding surface waters, nor does it discharge water into them. Because the CCS is unlined, however, its waters percolate into and mix with the surrounding groundwater.

FPL constructed the CCS in 1971 pursuant to an agreement with the United States Department of Justice. The canals were dug by dragline, and saline groundwater was allowed to naturally fill them via seepage. At that time, the water in the CCS was the same salinity as the adjacent waters of Biscayne Bay. The water in the CCS is recharged naturally by further groundwater inflows and by rainwater, and water leaves the CCS through evaporation and seepage. From 1972 until 2013, no external water sources were used-such as pumping additional water from Biscayne Bay-to augment the effect of annual precipitation and groundwater inflow on the water level in the CCS. As a result, the salinity of the water in the CCS has increased over time: in 2013, the average salinity of the water in the CCS was 70 Practical Salinity Units (PSU), more than double the average salinity of seawater.

The CCS sits atop the Biscayne Aquifer, which extends to the north and west of the CCS. Although some layers of the Biscayne Aquifer contained saline water as early as the 1940s, the shallower layers formed a "lens" of fresh water at the top of the Aquifer. At the time the CCS was constructed, FPL understood the salinity of the waters in the CCS would increase over time. Water of higher salinity is denser than water of lower salinity and will tend to sink through lower-salinity water if placed on top of it.

To prevent CCS water from migrating inland toward the Everglades and to protect the freshwater lens in the top layers of the Biscayne Aquifer, FPL constructed an eighteen-foot-deep interceptor ditch along the western edge of the CCS. As its name suggests, the interceptor ditch's purpose was to act as a physical barrier between the CCS and adjacent waters. Pursuant to a 1972 agreement with the South Florida Water Management District (SFWMD), 1 FPL was required to operate the interceptor ditch in such a way as to ensure that movement of saline waters into adjacent groundwater did not exceed the amount which would occur without the existence of the CCS.

The 1972 agreement also required FPL to monitor nearby groundwater for any effects caused by the operation of the CCS. This agreement has been modified several times through supplemental agreements between the SFWMD, or its predecessors, and FPL. The Fourth Supplemental Agreement, which became effective in 1983, reduced FPL's monitoring requirements in light of FPL's satisfactory compliance with the provisions of earlier *501 agreements and a perceived reduced need for monitoring. Studies conducted over the years by researchers working under contract with FPL identified increased salinity in some layers of the Biscayne Aquifer, but ascribed these measurements to seasonal fluctuations in salinity caused by a variety of natural processes, such as variable rainwater inputs in wetter or drier years.

In 2008, FPL applied for regulatory permissions to begin a project, known as the Uprate, to increase the generating capacity of Turkey Point. As part of the Uprate, and in light of the increased thermal load the Uprate would place on the CCS, the Florida Department of Environmental Protection (DEP) issued new Conditions of Certification for the uprated units. The Conditions of Certification specifically noted that the Uprate could cause the temperature and salinity of the CCS to increase, and imposed conditions to address these changes. Condition X "sets forth the framework for new monitoring and, as may be needed, abatement or mitigation measures" with regard to impacts of the CCS on nearby surface waters and groundwater. Condition X also required FPL to enter into a Fifth Supplemental Agreement with the SFWMD laying out the details of the new monitoring arrangement.

In October 2009, FPL and the SFWMD entered into the Fifth Supplemental Agreement which, together with the Conditions of Certification, created what is known as the 2009 Monitoring Plan. 2 The agreement stated that the SFWMD had evaluated "recent monitoring data" which indicated "the interceptor ditch may not be effective in restricting the movement of saline water westward from the [CCS]." It further noted that "a full delineation" of past, present, and future impacts of the CCS on nearby groundwater was "a necessary first step in evaluating existing conditions and, if necessary, identifying potential solutions to abate, mitigate, or remediate the movement of saline water and other water quality and ecological impacts from the [CCS]." To accomplish this, the Fifth Supplemental Agreement required FPL to implement the 2009 Monitoring Plan. It further provided that, if the SFWMD determined the expanded monitoring required by the 2009 Monitoring Plan revealed a need for corrective action, FPL and the SFWMD would consult with one another to identify and implement measures to mitigate, abate, or remediate the impacts of the CCS.

FPL petitioned the PSC to allow recovery of the costs of implementing the 2009 Monitoring Plan pursuant to section 366.8255, Florida Statutes, and the PSC approved recovery of those costs. See In re Envtl. Cost Recovery Clause , Order No. PSC-09-0759-FOF-EI, 2009 WL 4021870 (Fla. Pub. Serv. Comm'n Nov. 18, 2009).

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Bluebook (online)
269 So. 3d 498, Counsel Stack Legal Research, https://law.counselstack.com/opinion/citizens-of-the-state-of-florida-v-julie-imanuel-brown-etc-fla-2019.