Narramore v. United States

852 F.2d 485, 1988 WL 75473
CourtCourt of Appeals for the Ninth Circuit
DecidedJuly 25, 1988
DocketNo. 87-2139
StatusPublished
Cited by28 cases

This text of 852 F.2d 485 (Narramore v. United States) is published on Counsel Stack Legal Research, covering Court of Appeals for the Ninth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Narramore v. United States, 852 F.2d 485, 1988 WL 75473 (9th Cir. 1988).

Opinion

LEAVY, Circuit Judge:

OVERVIEW

Appellants are owners of 5,398 acres of land subject to flowage easements within the Painted Rock Reservoir. The United States obtained the easements in earlier condemnation actions. The landowners brought an action against the United States, asserting that the Corps of Engineers’ operation of Painted Rock Dam and Reservoir exceeds the scope of the property rights granted to the United States by the flowage easements. The district court granted the United States’ motion for summary judgment against the landowners’ claims. We reverse.

FACTS AND PROCEEDINGS IN THE DISTRICT COURT

Construction and Operation of Painted Rock Dam.

The Flood Control Act of 1950, Pub.L. No. 81-516, § 204, 64 Stat. 163, 170 & 176 (1950), authorized construction of Painted Rock Dam and Reservoir. Completed in 1959, the dam is located on the Gila River, a principal tributary to the lower Colorado River. Once a perennial stream, the Gila now flows only during floods; consequently, Painted Rock Reservoir is often dry. Painted Rock Dam is an earthfill dam, the bottom of which is 530 feet above sea level. The spillway crest is 661 feet and the dam crest 705 feet above sea level. The maximum storage capacity of the dam is 2,491,-700 acre feet. The lands at issue in this appeal lie between 570 and 655 feet, with most of the lands between 580 and 610 feet.

Construction of the dam and reservoir project was authorized “substantially in accordance with the recommendations of the Chief of [the Corps of] Engineers” in H.R. Doc. No. 331, 81st Cong., 1st Sess. (1949) [hereinafter Doc. 331]. Flood Control Act of 1950 § 204, 64 Stat. 163, 176 (1950).

According to Doc. 331, Painted Rock Dam was necessary to:

a) protect areas along the Gila River downstream from the dam from floods originating upstream; Doc. 331 at 18, 24;

b) protect farms in the Wellton-Mohawk region from flood damage; id. at VI, 11 (The Wellton-Mohawk region lies along the Gila River downstream from the dam. It is mentioned specifically on the two pages cited.);

c) protect the overflow area in the Imperial Valley, California; id. at 18, 24; and

d) protect developed areas along the lower Colorado River. Id.

Doe. 331 also mentions high groundwater levels as one type of flood damage in the Gila River basin. Id. at 21.

Doc. 331 contains a schedule for release of flood waters from Painted Rock Dam. Id. at 27. This schedule is now known as Plan A. Projected releases from the dam under Plan A are based on the level of the reservoir behind the dam. Id. For example, when the reservoir reaches the 660 foot level, water would be released at 22,-500 cubic feet per second, id. However, Doc. 331 notes:

The present channel of Gila River downstream from the Painted Rock site will not carry the maximum controlled releases from the flood-control basin (22,-500 cubic feet per second) without some overflow and consequent minor local damage. Most lands subject to such flood damage are in the Gila project of the United States Bureau of Reclamation or in local irrigation districts. The Gila project, which is now under construction, has not been completed, and the Bureau’s plans for flood protection within the project are not developed_ Further investigation of the problem is necessary: additional channel and levee im[488]*488provements may be advisable on lower Gila and Colorado Rivers.

Id. at 28.

Under Plan A it would take 126 days to empty a full reservoir. Plan A was later included as one of two alternative fixed operations schedules in the Corps’ 1962 “Reservoir Regulation Manual for Painted Rock Reservoir.”

The Corps of Engineers has never used Plan A. Instead, when the reservoir has filled to near capacity, the Corps has released water at rates less than those called for under Plan A. Water levels in Painted Rock Reservoir have exceeded 570 feet (near capacity) nine times since 1959. The first such filling did not occur until 1966; however, since February of 1978, the reservoir has filled to above the 570 foot level, on average, more than once a year. The release periods for these floods varied from two months to over a year. On one occasion (1978-1980) water was stored above 570 feet for almost three years. In March 1977 the Corps announced a study to establish a new schedule of operations for water releases because “the existing operating schedule does not meet all needs.” According to the study, Plan A was never used because of “possible downstream impacts.” The Corps notified one of the landowners in April 1978 that Plan A was “not a viable operation plan.”

The Corps has not set a new operations schedule for the dam. Instead of operating the dam on a fixed schedule of releases, the Corps has set the rate of release from the reservoir to accomplish a variety of purposes, most importantly, to minimize damage from flood waters in areas downstream from the dam. The Corps has also released water at a rate set to minimize the amount of infiltration into the Wellton-Mo-hawk Irrigation Drainage District (WMIDD) groundwater. This prevents the water table underlying the WMIDD from rising and flushing saline groundwater to the surface.

Condemnation Proceedings.

The United States acquired the flowage easements at issue in this appeal through four condemnation actions filed in 1959 and 1960. Compensation was determined through stipulation in one action, and by trial in the other three.

The judgments entered in the actions granted the United States a:

perpetual right, power, privilege, and easement occasionally to overflow, flood, and submerge said land and all structures and improvements thereon ... in connection with the operation and maintenance of ... Painted Rock Dam and Reservoir.

A transcript is available for only one of the condemnation trials. At that trial, Albert Gildea, Chief of the Hydraulic Section of the Los Angeles District of the Corps of Engineers, testified that the Corps sought flowage easements on lands above 580 feet, rather than fee title, because “we did not want to take the land from the owner, only to get an easement to overflow intermittently on rare occasions.” Gildea also testified that when the reservoir pool reached “about” the 570 foot level, water would be released at a rate of 5,000 cubic feet per second (cfs) and at the rate of 22,500 cfs when at the 661 foot level. This corresponds with the rates of release set forth in Plan A.

Cross-examination of Gildea concerned flood frequency and the effect of sedimentation on the level of the reservoir, not the release schedule for the dam. The Corps presented charts depicting reservoir filling during flood periods and subsequent emptying. The charts were based on a set outflow during and after the flood. According to Gildea’s testimony and the charts, the land above 570 feet would be inundated for “five or six” days if the reservoir reached the 600 foot level.

Don Keene, chief appraiser for the Corps’ Los Angeles District, oversaw preparation of the appraisal reports for the land in the Painted Rock Reservoir from 1949-1956. At a 1984 deposition, he testified that only one flood frequency report chart was used in preparing the appraisal. If, according to the chart, the property was flooded once every five or fewer years, acquisition in fee was recommended.

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Cite This Page — Counsel Stack

Bluebook (online)
852 F.2d 485, 1988 WL 75473, Counsel Stack Legal Research, https://law.counselstack.com/opinion/narramore-v-united-states-ca9-1988.