Nos. 83-1643, 83-1644

732 F.2d 1375
CourtCourt of Appeals for the Eighth Circuit
DecidedApril 13, 1984
Docket1375
StatusPublished

This text of 732 F.2d 1375 (Nos. 83-1643, 83-1644) is published on Counsel Stack Legal Research, covering Court of Appeals for the Eighth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Nos. 83-1643, 83-1644, 732 F.2d 1375 (8th Cir. 1984).

Opinion

732 F.2d 1375

14 Envtl. L. Rep. 20,608

George STORY, Story Farms, Inc., a Corp.; Hunter Rafferty;
W.C. Bryant; Bryant Farms, Inc., a Corp.; Glen E. Ault,
Jr.; Wendell Choate; Choate Farms, Inc., a Corp.; Lloyd
Hall; Jim Bogle; Mount Level Farms, Inc., a Corp.;
Consolidated Drainage District No. 1 of Mississippi County,
Missouri and Levee District No. 3 of Mississippi County,
Missouri, Appellees,
v.
John O. MARSH, Jr., Secretary of The Army; General Joseph
K. Bratton, Chief of Engineers Corps of Engineers, U.S.
Army; General William E. Read, Division Engineer, Lower
Mississippi Valley Division, Corps of Engineers, U.S. Army
and President, Mississippi River Commission and Colonel John
F. Hatch, Jr., District Engineer, Memphis District, Corps of
Engineers, U.S. Army, Village of East Cape Girardeau, et
al., Amici Curiae (for appellants).
UNITED STATES of America, Appellant,
v.
11.9 ACRES OF LAND, MORE OR LESS, SITUATE IN MISSISSIPPI
COUNTY, STATE OF MISSOURI, and James H. Amberg, et
al., (Tract No. 5E), Appellees,
UNITED STATES of America,
v.
62.0 ACRES OF LAND, MORE OR LESS, SITUATE IN MISSISSIPPI
COUNTY, STATE OF MISSOURI, and St. John Levee and Drainage
District of New Madrid and Mississippi Counties, Missouri,
et al., and Unknown Owners, (Tract No. 2E-2), Appellees,
UNITED STATES of America, Appellant,
v.
62.0 ACRES OF LAND, MORE OR LESS, SITUATE IN MISSISSIPPI
COUNTY, STATE OF MISSOURI, and St. John Levee and Drainage
District of New Madrid and Mississippi Counties, Missouri,
et al., and Unknown Owners, (Tracts No. 3E and 10E), Appellees.
UNITED STATES of America, Appellant,
v.
1426.5 ACRES OF LAND, MORE OR LESS, SITUATE IN MISSISSIPPI
AND NEW MADRID COUNTIES, State of Missouri, and Levee
District No. 3 of Mississippi County, Missouri, et al.,
(Tracts Nos. 1E-1 and 1E-2), Appellees.
UNITED STATES of America, Appellant,
v.
1426.5 ACRES OF LAND, MORE OR LESS, SITUATE IN MISSISSIPPI
AND NEW MADRID COUNTIES, State of Missouri, and
Levee District No. 3 of Mississippi
County, Missouri, et al.
(Tract No. 2E-1), Appellees.

Nos. 83-1643, 83-1644.

United States Court of Appeals,
Eighth Circuit.

Submitted Nov. 30, 1983.
Decided April 13, 1984.

F. Henry Habicht, II, Acting Asst. Atty. Gen., Carol E. Dinkins, Asst. Atty. Gen., Washington, D.C., Thomas E. Dittmeier, U.S. Atty., St. Louis, Mo., Edwin B. Brzezinski, Asst. U.S. Atty., St. Louis, Mo., Philip M. Zeidner, Rebecca Donnellan, Jacques B. Gelin, Nancy B. Firestone, Attys., Dept. of Justice, Washington, D.C., for appellant; Martin Cohen, U.S. Army Corps of Engineers, Washington, D.C., Bruce Anderson, U.S. Army Corps of Engineers, Memphis, Tenn., Lucille Latta, U.S. Army Corps of Engineers, Vicksburg, Miss., of counsel.

James W. Herron, Richard A. Wunderlich, Lewis, Rice, Tucker, Allen & Chubb, St. Louis, Mo., amicus curiae.

Stephen E. Strom, Finch, Bradshaw, Strom & Steele, Cape Girardeau, Mo., for appellee Levee Dist. No. 3 of Mississippi County, Missouri.

James E. Reeves, Ward & Reeves, Caruthersville, Mo., for the above named appellees except appellee Levee District No. 3 of Mississippi County, Missouri.

Before LAY, Chief Judge, HENLEY, Senior Circuit Judge, and McMILLIAN, Circuit Judge.

HENLEY, Senior Circuit Judge.

The United States and the Secretary of the Army, et al., appeal from an order of the district court, 574 F.Supp. 505, permanently enjoining the Secretary of the Army and his subordinates in the United States Army Corps of Engineers from artificially crevassing the frontline levee of the Birds Point--New Madrid Floodway (hereinafter "the Floodway") during high flood stages on the Mississippi River. The government also appeals from the orders of the district court denying the United States possession of certain lands described in declarations of taking filed in five condemnation cases; those lands are located in the Floodway.Background

The Floodway is a component of the Mississippi River and Tributaries Project, located on the west bank of the Mississippi River in Mississippi and New Madrid Counties, Missouri, just below the confluence of the Ohio and Mississippi Rivers. It was established under authority of the Flood Control Act of May 15, 1928, 45 Stat. 534. The Floodway is approximately 33 miles long and 10 miles wide and contains an estimated 130,000 acres of alluvial valley land, 330 residences and 1,300 people. The Floodway is enclosed by frontline and setback levees except for a 1,500 foot gap at the lower end which serves as a drainage outlet and allows flood backwaters to enter. The frontline levee, which forms the eastern boundary of the Floodway, consists of three parts: the upper fuse plug section (11 miles long); the lower fuse plug section (5 miles long); and the section between the two fuse plugs. The setback levee forms the western boundary of the Floodway, and is 36 miles long; it begins at its junction with the frontline levee at Birds Point directly across the Mississippi River from Cairo, Illinois, and ends near the mouth of the St. John's Bayou at New Madrid on the Mississippi River.

As originally developed, the front line levee was constructed to protect the Floodway until the river reached the 55 foot stage on the Cairo gauge, at which time the flood water would naturally overtop the front line levee. Congress authorized modification of the Floodway in the Flood Control Act of 1965. P.L. 89-298, 79 Stat. 1073. Pursuant to this Act, the Corps of Engineers in 1966 modified its plan for operation of the Floodway; the plan called for raising the upper and lower fuse plugs to 60.5 feet, raising the frontline levee to 62.5 feet and raising the setback levee to 65.5 feet. The plan also called for operation of the Floodway by artificial crevassing by means of explosives of only the upper fuse plug section of the frontline levee when river stages were at or above 58 feet on the Cairo gauge with a prediction that stages would exceed 60 feet. The plan envisioned that natural crevassing might occur in the lower fuse plug section in the event of a flood of that magnitude.

After approval of the 1966 plan, the levee system's construction was significantly improved and the frontline levee was raised and strengthened. The government also obtained modified flowage easements over a portion of the Floodway to permit the expected artificial crevassing and the resultant inundation in the event of a major flood. However, the Corps became increasingly concerned that the 1966 plan might require excessively high quantities of explosives and might not constitute the most effective or safest method of operating the Floodway. Its concern was based upon additional information on actual river conditions gained as a result of the 1963, 1975 and 1979 floods, and recalculations reflecting the changes in the levee system and the river. The Corps' analysis also indicated that natural crevassing might not occur, because the levees had been strengthened by widening and raising. It concluded that, given the critical nature of the outflow crevasses, artificial means, including use of explosives, might be necessary.

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Bluebook (online)
732 F.2d 1375, Counsel Stack Legal Research, https://law.counselstack.com/opinion/nos-83-1643-83-1644-ca8-1984.