Baird v. United States

5 Cl. Ct. 324, 1984 U.S. Claims LEXIS 1411
CourtUnited States Court of Claims
DecidedMay 14, 1984
DocketNo. 189-78
StatusPublished
Cited by20 cases

This text of 5 Cl. Ct. 324 (Baird v. United States) is published on Counsel Stack Legal Research, covering United States Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Baird v. United States, 5 Cl. Ct. 324, 1984 U.S. Claims LEXIS 1411 (cc 1984).

Opinion

OPINION

COLAIANNI, Judge.

Plaintiffs filed this action in the Court of Claims on May 1, 1978, following denial of an administrative claim for damages. Nineteen groups of plaintiffs sought compensation from the United States for damages to their properties that allegedly were caused by the government’s operation of a flood control project in the Sacramento River Valley of California.1 Plaintiffs argue [326]*326that the government’s actions effected a taking of flowage or seepage easements over their property and resulted in the deaths of numerous walnut and prune trees,2 and of other crops. The parties agreed that the issues of law and fact relating to plaintiffs’ right to recover would be resolved initially, and determination of the amount of recovery, if any, would be reserved for later proceedings. That trial to determine liability occurred in San Francisco from August 4 through August 13, 1982. The pertinent facts follow.

Background

Plaintiffs are owners of land along the Sacramento River in California. They allege a taking by the government of flow-age or seepage easements over their properties, and demand compensation both for those easements and for the deaths of numerous walnut and prune trees, as well as damage to other crops. They attribute those deaths to the government’s operation of the dams and reservoirs of the Central Valley Project (Project) in March and April 1974. Defendant operated the Project through the Bureau of Reclamation, Department of the Interior (Bureau). The project’s primary purposes are to provide flood control, hydroelectric power generation, and water for irrigation.

The two segments of the Project of prime importance to this case are the Shasta Dam and the Trinity River Diversion (Diversion). Both are upriver from plaintiffs’ properties, and plaintiffs contend it was their operation that directly caused the damages at issue. The Shasta Dam was completed and began storing water in 1944. Its reservoir is capable of holding over 4.5 million acre feet of water. Under normal conditions, it controls slightly less than two-thirds of the water flow of the Sacramento River. The remainder of the flow is primarily attributable to downstream tributaries, rainfall, ground runoff, and the Trinity River Diversion.

The Diversion was completed in 1964. Although the waters of the Shasta Dam naturally flow into the Sacramento River, the Trinity Dam is located outside the Sacramento River watershed, on the Trinity River. The Diversion brings water from the Trinity River through the Judge Francis Carr and Spring Creek powerhouses and transfers it into the Sacramento River at Keswick Dam. Keswick Dam lies below the Shasta Dam on the Sacramento River and operates largely as a regulating structure to even out the water fluctuations created by power releases from the Shasta Dam.

The Diversion’s principal purposes are to store and provide water for irrigation, generation of hydroelectric power, and preservation and propagation of fish and wildlife. Although it was not specifically created as a flood control project, the Diversion operates as an integral part of the entire Central Valley Project.

The Project is an integrated flood control system which includes not only dams and reservoirs, but man-made levees, weirs and bypasses as well. The system of levees, weirs and bypasses is downstream from the Shasta and Keswick Dams. In general, the levees are designed to contain high flows of water within or relatively close to the river channel. When the water rises to a certain level, it spills over weirs that are formed into the levees and runs into designated overflow areas. The water then flows through river bypasses for final discharge into the delta. These elements of the system can be quite significant. For example, the river at the city of Sacramento can carry 100,000 cubic feet per second (c.f.s.) of water, while the bypass will carry almost 500,000 c.f.s.

From October 1973 through April 1974, substantially more rain than normal fell in the Sacramento River Valley. During that period, the procedure in effect for the flood control operation of Shasta Dam was to [327]*327hold back the peak of a major storm while the sidestream flow and runoff below the dam passed downstream, and then to release the stored water to make room for additional flood control space. This procedure reduced the peak flows in the Sacramento River, but prolonged moderately high flows following the peak.

Between April 1 and April 19, defendant made substantial releases into the Sacramento River. In normal years, such large releases during this period would not have occurred. These releases were prompted, however, by the unusually wet winter and spring, and more specifically by a severe storm that occurred in late March. From April 1 through April 3, defendant released from the Shasta Dam an average of approximately 68,000 c.f.s. of water. From April 4, when defendant released 35,362 c.f.s. of water, releases were steadily reduced to the level of 19,071 c.f.s. on April 18. On April 19, the Shasta release dropped to 10,976 c.f.s. During the same 19-day period, defendant transferred through the Trinity River Diversion approximately 3,500 c.f.s. per day. These releases from the Diversion, however, did not contribute substantially to either the Sacramento River’s level or the seepage on plaintiffs’ lands.

Overflow and seepage onto plaintiffs’ properties occurred during this period. After the storms passed and the waters receded, plaintiffs found numerous trees in their orchards dead or dying. Plaintiffs attribute the deaths of those trees to waterlogging and contend that defendant’s sustained releases from Shasta Dam and the Trinity River Diversion between approximately April 1 and April 19, 1974, were the direct cause of the overflow and seepage onto their orchards. In fact, plaintiffs contend that fewer trees would have died if defendant had not stored any of the waters from the late March storm, but instead merely let them flow into the Sacramento River. Under these circumstances, plaintiffs contend, the water would have been higher for a short period of time but would not have been at elevated heights for the prolonged period of approximately April 1 to April 19.3 Plaintiffs further contend that the extended period of high water in the Sacramento resulted in the seepage that eventually caused the deaths of their trees.

The flood control releases in April were unusual in that they continued into the early spring when the trees had just broken dormancy. In prior and subsequent wet winter years, the high flows would have passed and the overflow and seepage withdrawn by the beginning of the growing season. Plaintiffs contend, however, that “[i]n 1974, the water stayed in the orchards so long into the growing season that it killed numerous trees.”

Defendant counters plaintiffs’ claim with three principal contentions. First, defendant questions whether its flood control releases caused the seepage and overflows onto plaintiffs’ properties. Defendant notes that spring 1974 was the second wettest spring on record, and “the spring flood * * * was a 1 in 120 to 130 year storm. That storm was a unique occurrence because it occurred so late in the season.” Defendant argues that much of the water in plaintiffs’ orchards was not attributable to the operation of the Shasta Dam or the Trinity River Diversion. Rather,

Free access — add to your briefcase to read the full text and ask questions with AI

Related

St. Bernard Parish Government v. United States
121 Fed. Cl. 687 (Federal Claims, 2015)
Big Oak Farms, Inc. v. United States
105 Fed. Cl. 48 (Federal Claims, 2012)
Seiler v. City of Norwalk
949 N.E.2d 63 (Ohio Court of Appeals, 2011)
Scott v. County of Custer
178 P.3d 1240 (Colorado Court of Appeals, 2007)
State v. Speck, Unpublished Decision (12-4-2006)
2006 Ohio 6339 (Ohio Court of Appeals, 2006)
Hansen v. United States
65 Fed. Cl. 76 (Federal Claims, 2005)
Moden v. United States
60 Fed. Cl. 275 (Federal Claims, 2004)
Teegarden v. United States
42 Fed. Cl. 252 (Federal Claims, 1998)
Thune v. United States
41 Fed. Cl. 49 (Federal Claims, 1998)
Poorbaugh v. United States
27 Fed. Cl. 628 (Federal Claims, 1993)
Mac'Avoy v. Smithsonian Institution
757 F. Supp. 60 (District of Columbia, 1991)
Farmers New World Life Insurance Co. v. Bountiful City
803 P.2d 1241 (Utah Supreme Court, 1990)
Shelden v. United States
19 Cl. Ct. 247 (Court of Claims, 1990)
Turner v. United States
17 Cl. Ct. 832 (Court of Claims, 1989)
Hawley v. United States
12 Cl. Ct. 563 (Court of Claims, 1987)
Johns-Manville Corp. v. United States
12 Cl. Ct. 1 (Court of Claims, 1987)
Anchor Estates, Inc. v. United States
9 Cl. Ct. 618 (Court of Claims, 1986)
Herriman v. United States
8 Cl. Ct. 411 (Court of Claims, 1985)
Singleton v. United States
6 Cl. Ct. 156 (Court of Claims, 1984)

Cite This Page — Counsel Stack

Bluebook (online)
5 Cl. Ct. 324, 1984 U.S. Claims LEXIS 1411, Counsel Stack Legal Research, https://law.counselstack.com/opinion/baird-v-united-states-cc-1984.