Bryan v. Alabama Power Co.

20 So. 3d 108, 2009 Ala. LEXIS 26, 2009 WL 153932
CourtSupreme Court of Alabama
DecidedJanuary 23, 2009
Docket1060693
StatusPublished
Cited by7 cases

This text of 20 So. 3d 108 (Bryan v. Alabama Power Co.) is published on Counsel Stack Legal Research, covering Supreme Court of Alabama primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bryan v. Alabama Power Co., 20 So. 3d 108, 2009 Ala. LEXIS 26, 2009 WL 153932 (Ala. 2009).

Opinion

LYONS, Justice. 1

Judith P. Bryan and 35 other parties (collectively “the farmers”) appeal from a *110 summary judgment entered in favor of Alabama Power Company (“APCo”) by the Elmore Circuit Court on their claims of negligence and wantonness. We affirm.

I. Procedural History

The farmers sued APCo in the Elmore Circuit Court on February 25, 2005. They alleged that APCo negligently operated Martin Dam during flood events in May and July 2003 and that its negligent operation of Martin Dam caused flood damage to them properties, which were downstream from the dam. The farmers later amended their complaint to add a breach-of-contract claim relating to a 1972 settlement agreement involving APCo’s federal license to operate Martin Dam. On July 18, 2006, the farmers amended their complaint again, this time adding a claim of wantonness and abandoning the breach-of-contract claim.

The parties completed discovery, and on August 25, 2006, APCo moved for a summary judgment. The trial court granted APCo’s motion on January 19, 2007, and entered a summary judgment in APCo’s favor as to both the negligence and the wantonness claims. The trial court based its decision, in part, on Ellis v. Alabama Power Co., 431 So.2d 1242 (Ala.1983). The farmers filed a timely notice of appeal to this Court.

II. Facts

A. Mar-tin Dam

It is undisputed that the farmers own property near the Tallapoosa River. APCo operates four hydroelectric dams on the Tallapoosa River upstream from the farmers’ property. From north to south they are: Harris Dam, Martin Dam, Yates Dam, and Thurlow Dam. Yates Dam and Thurlow Dam are “run of the river” dams, which have no ability to store water and therefore release as much water as flows into them. Harris Dam and Martin Dam have reservoirs that form artificial lakes above the dams. The reservoirs provide storage space in which inflowing water may be held instead of being released downstream. Harris Dam and Martin Dam are therefore able to implement flood-control measures to the extent that storage space is available in their reservoirs.

The amount of storage space available in a reservón* is directly related to the level of the lake behind the dam. The higher the lake level, the less storage space is available for inflowing water. Lake level is measured in terms of feet above mean sea level. At Lake Martin above Martin Dam, “full pool,” i.e., the highest summer elevation of the lake, is '490 feet above mean sea level. APCo does not own land above 490 feet, and once the lake level has reached full pool there is no storage space. However, the maximum holding capacity of the reservoir at Lake Martin is in excess of 500 feet. Lake Martin’s level is controlled, in part, by releases of water through the hydraulic turbines or spillway gates at the dam.

APCo operates the Harris, Martin, Yates, and Thurlow Dams under licenses granted by the Federal Energy Regulatory Commission (“the FERC”). Its licenses were originally granted by the Federal Power Commission (“the FPC”); however, the FPC’s responsibilities were transferred to the FERC on October 1, 1977. APCo’s original license for Martin Dam was issued by the FPC in 1923 for 50 years. The 1923 license did not contain any provisions regarding flood control.

In 1965, when the FPC issued the license for Thurlow Dam, which is located downstream from Martin Dam, several downstream landowners attempted to intervene in the licensing proceeding. The landowners requested that the FPC require APCo to maintain storage space at *111 Thurlow Dam between December 1 and April 1 to absorb floodwater. Recognizing that Thurlow Dam was a run-of-the-river dam and did not have storage space, the FPC instead inserted provisions in the license for Thurlow Dam that required APCo “to operate all of its Tallapoosa River projects, including the Martin reservoir ... [,] in a manner which will tend to insure that stages no higher than natural peak stage can occur downstream from the Thurlow dam.”

In 1970, the FPC amended the Thurlow license to state the following requirements relative to APCo’s operation of Martin Dam:

“Article 33. [APCo] shall coordinate the operations of all of its Tallapoosa River Projects in such a manner that, during periods when inflow to the reservoirs exceeds the water capacities of hydraulic turbines, rates of outflow from the reservoirs shall not exceed concurrent rates of inflow except to evacuate accumulated surcharge storage subsequent to the time of peak inflow.
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“Article 35. [APCo] shall in the interests of flood control and to the extent consistent with Licensee’s power requirements, operate its [Thurlow Dam] in coordination with all of its Tallapoosa River Projects, and shall coordinate the operations, including those required under the provisions of Article 33 with the District Engineer, [United States Army] Corps of Engineers.”

In a 1975 order regarding the Thurlow license, the FPC explained that “the purpose of Article 33 is not to ensure that flooding will be eliminated, but rather that operation of the project will not increase peak flood’ flow.” The FPC noted: “It is not in the public interest nor is it the duty of [APCo] to completely eliminate flooding to the detriment of power generation, recreation in the reservoir, and other project purposes.”

Articles 33 and 35 2 of the Thurlow license applied to all APCo’s Tallapoosa River dams, including Martin Dam. APCo’s representatives testified during depositions in this case that these provisions still apply to Martin Dam. Martin Dam is not subject to mandatory flood-control regulations of the United States Army Corps of Engineers (“Corps of Engineers”), as is Harris Dam, which is upstream from Martin Dam; however, Article 35 requires APCo to coordinate its operation of Martin Dam with the Corps of Engineers.

In 1970, three years before its 1923 license for Martin Dam was to expire, APCo filed an application with the FPC to renew the license. Pursuant to then existing federal regulations, APCo filed an exhibit with its application, Exhibit H, detailing how it would operate Martin Dam during times of low, normal, and flood flows. 18 C.F.R. § 4.41 (1970). Two groups of individuals intervened in the application process and commented regarding APCo’s proposed operation of Martin Dam under Exhibit H.

First, the Lake Martin Recreation Association (“LMRA”) objected to operation of Martin Dam in a manner that would allow lake levels to fluctuate or to remain low during the summer months. The LMRA contended that “the configuration of Lake Martin is such that a draw down of only a few feet exposes thousands of acres of [lake] bottom,” rendering boat ramps, wharves, and piers unuseable. Second, downstream landowners objected to the operation of Martin Dam in a manner that would allow high lake levels during rainy seasons. Specifically, they wanted the

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Bluebook (online)
20 So. 3d 108, 2009 Ala. LEXIS 26, 2009 WL 153932, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bryan-v-alabama-power-co-ala-2009.