Earl Cox, Elizabeth Cox, Tom Witt, Sue Witt, Kim Dees, Nancy Dees, Richard Burger, and Jean Burger v. Tennessee Valley Authority

989 F.2d 499, 1993 U.S. App. LEXIS 12129, 1993 WL 72488
CourtCourt of Appeals for the Sixth Circuit
DecidedMarch 15, 1993
Docket92-5641
StatusUnpublished
Cited by4 cases

This text of 989 F.2d 499 (Earl Cox, Elizabeth Cox, Tom Witt, Sue Witt, Kim Dees, Nancy Dees, Richard Burger, and Jean Burger v. Tennessee Valley Authority) is published on Counsel Stack Legal Research, covering Court of Appeals for the Sixth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Earl Cox, Elizabeth Cox, Tom Witt, Sue Witt, Kim Dees, Nancy Dees, Richard Burger, and Jean Burger v. Tennessee Valley Authority, 989 F.2d 499, 1993 U.S. App. LEXIS 12129, 1993 WL 72488 (6th Cir. 1993).

Opinion

989 F.2d 499

NOTICE: Sixth Circuit Rule 24(c) states that citation of unpublished dispositions is disfavored except for establishing res judicata, estoppel, or the law of the case and requires service of copies of cited unpublished dispositions of the Sixth Circuit.
Earl COX, Elizabeth Cox, Tom Witt, Sue Witt, Kim Dees, Nancy
Dees, Richard Burger, and Jean Burger, Plaintiffs-Appellants,
v.
TENNESSEE VALLEY AUTHORITY, Defendant-Appellee.

No. 92-5641.

United States Court of Appeals, Sixth Circuit.

March 15, 1993.

Before RYAN and SILER, Circuit Judges, and LIVELY, Senior Circuit Judge.

PER CURIAM.

Plaintiffs appeal the district court's grant of summary judgment in favor of Defendant Tennessee Valley Authority ("TVA"). The issues are whether the district court: (1) properly granted summary judgment in favor of TVA as plaintiffs failed to produce any evidence to establish essential elements of their inverse condemnation claim; and (2) properly relied upon certain portions of the affidavit of Gregory W. Lowe, a TVA employee, in ruling upon the parties' summary judgment motion. For the reasons herein, we AFFIRM the judgment of the district court.

I.

Plaintiffs are homeowners in the Ocoee Estates subdivision in Polk County, Tennessee, which borders the Ocoee River about 1.7 miles downstream from TVA's Ocoee No. 1 Dam. TVA owns and operates four hydroelectric generating dams on the Ocoee River. Ocoee No. 1 Dam was purchased by TVA from the Tennessee Electric Power Company ("TEPCO") on August 15, 1939. See 1939 TVA Ann.Rep. at 63; 1940 TVA Ann.Rep. at 18.1 There are five turbine generating units in the powerhouse of Ocoee No. 1 Dam. The dam consists of three sections: (1) a non-overflow concrete section, with an elevation of 837 feet above mean sea level; (2) an adjacent gated spillway section, with an elevation of 824.9 feet above mean sea level, consisting of four steel gates which are used to release water in excess of the turbine capacity when necessary; and (3) a fixed concrete arched spillway, with an elevation of 825 feet above mean sea level. Flashboards and superboards, designed to wash out sequentially when the reservoir behind the dam rises above their crest, are replaced when the lake levels recede. These have been installed on the arched spillway of Ocoee No. 1 by TEPCO and have been operating since 1939.

Ocoee No. 1 is operated between headwater elevations of 827 feet and 829 feet yearly from May through October. The reservoir is then drained down by the operation of the turbines to provide storage for the higher winter flows. Under the operating guide, the normal minimum desired level in the winter is at an elevation of 820 feet, and the normal maximum desired level in the summer is 829 feet. The reservoir is located in mountainous terrain, and rapid fluctuations in reservoir headwater levels are common. Plaintiffs argue that a change in TVA policy regarding the operating levels of Ocoee No. 1 reservoir in 1989 or 1990 caused the flooding of their homes. TVA asserts, however, that the policy has remained the same since 1939.

In the fall of 1989, TVA undertook a major rehabilitation of the turbines at Ocoee No. 1, which had been in place since 1914. The rehabilitation of the 75-year-old turbines was necessary, as they were inefficient by current standards and allowed excessive leakage. In addition, many of the electrical components associated with the turbines needed to be replaced and updated. This rehabilitation, which had never been done before at the plant, required the physical removal of the five turbines from the dam. Unit 1 was removed from service on November 13, 1989; Units 2 and 3 were removed on December 4, and December 18, 1989, respectively; and Units 4 and 5 were removed from service on February 5, and January 16, 1990, respectively. The turbine rehabilitation program was completed in 1991, with all units returning to service. TVA has no plans to remove the units from service again. These turbines are the primary means of passing water from the dam and regulating the reservoir levels behind the dam. If the turbines are out of service, the spillway gates are the only method to release water from the dam. To control the reservoir level, all of the steel spillway gates were opened on December 12, 1989, and remained fully open until the spring of 1990 when the reservoir operated at its higher summer pool levels. Without the turbines, TVA has no means of lowering the Ocoee No. 1 level below the crest of the gated spillway. Thus, while the turbines were out of service, the reservoir operated at higher levels in the winter of 1989 and spring of 1990 than in past years. However, as the turbines are back in service, the reservoir is operating at its normal seasonal cycle.

There is no river stage level gage in the Ocoee River at plaintiffs' properties. However, a gage located closely upstream is maintained by the United States Geological Survey ("USGS"), Department of the Interior. When the Ocoee No. 1 turbines are running at full capacity, the river stage is about 6.3 feet in a nonflood situation. Plaintiffs allege that a taking of their properties occurred as the result of flooding on October 1, 1989, February 16, 1990, March 17, 1990, and December 24, 1990. On those dates, the USGS gage measured high water levels of 12.86 feet, 24.76 feet, 17.59 feet, and 12.57 feet, respectively. Plaintiffs' homes are located in a flood plain and have been frequently naturally flooded in the past. The worst flood on record in the area occurred before any of the dams were built. According to the USGS gage, river levels higher than those existing on October 1, 1989, and December 24, 1990, have occurred at least 37 times during this century. Moreover, it is undisputed that plaintiffs' homes were extensively flooded in March 1980 while the previous owners occupied the homes.

On October 1, 1989, while the remainder of Hurricane Hugo passed through East Tennessee, flooding occurred on plaintiffs' property. From September 28, 1989, to October 1, 1989, an average of over six inches of rain fell on the Ocoee River watershed above Ocoee No. 1. During the storm, the reservoir filled, reaching a peak of 831.8 on October 1, 1989, and, thus, retained about three feet of water which otherwise would have gone downstream to plaintiffs' properties. TVA ran the turbines continuously from September 29, 1989, through October 6, 1989, to reduce the headwater level behind the dam. TVA opened all four spillway gates from September 29, 1989, through October 3, 1989, and closed them after the reservoir had reached a 827.8 level.

On February 16, 1990, an unprecedented storm occurred, and Polk County, Tennessee, was declared to be a federal disaster area. The Federal Emergency Management Agency stated that the storm was the "worst flooding in almost forty years." As a result of the disaster, nine deaths occurred and 5000 people were evacuated from their homes. At the beginning of the storm, Ocoee No. 1 reservoir was at approximately elevation 829.4. The highest headwater elevation was recorded at 835.2 on February 16, 1990. During this period, the superboards over the arched spillway washed away, and the flashboards were flattened as planned.

On March 17, 1990, another period of heavy rain occurred and nearly five inches of rain fell in the Ocoee No. 1 watershed.

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