Story v. Marsh

574 F. Supp. 505
District Court, E.D. Missouri·Decided October 31, 1983·No. S 83-65 C, S 83-49 C, S 83-51 C, S 83-54 C, S 83-52 C and S 83-55 C·Published·Cited by 2 cases

Opinion

574 F.Supp. 505 (1983)

George STORY, Story Farms, Inc., a corporation; Hunter Raffety; W.C. Bryant; Bryant Farms, Inc., a corporation; Glen E. Ault, Jr.; Wendell Choate; Choate Farms, Inc., a corporation; Lloyd Hall; Jim Bogle; Mount Level Farms, Inc., a corporation; Consolidated Drainage District No. 1 of Mississippi County, Missouri and Levee District No. 3 of Mississippi County, Missouri, Plaintiffs,
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, Defendants.
UNITED STATES of America, Plaintiff,
v.
11.9 ACRES OF LAND, et al., 62 Acres of Land, et al., 62 Acres of Land, et al., and 1,426.5 Acres of Land, et al., Defendants.

Nos. S 83-65 C, S 83-49 C, S 83-51 C, S 83-54 C, S 83-52 C and S 83-55 C.

United States District Court, E.D. Missouri, Southeastern Division.

October 31, 1983.

*506 *507 James E. Reeves, Ward & Reeves, Caruthersville, Mo., Stephen E. Strom, Finch, Bradshaw, Strom & Steele, Cape Girardeau, Mo., for plaintiffs in No. S 83-65 C and defendants in Nos. S 83-49 C, S 83-51 C, S 83-54 C, S 83-52 C and S 83-55 C.

Rebecca A. Donnellan, Dept. of Justice, Land & Natural Resources Div., Washington, D.C., Edwin B. Brzezinski, Asst. U.S. Atty., St. Louis, Mo., for defendants in No. S 83-65 C and plaintiffs in Nos. S 83-49 C, S 83-51 C, S 83-54 C, S 83-52 C and S 83-55 C.

Bruce A. Ring, Missouri Highway Commission, Jefferson City, Mo., for defendants in Nos. S 83-49 C, S 83-51 C, S 83-54 C, S 83-52 C and S 83-55 C.

*508 MEMORANDUM

WANGELIN, District Judge.

This matter is before the Court for a decision on the merits following a five-day hearing. This cause involves a consolidation of five cases. One case, Story v. Marsh, Case No. S 83-65 C, concerns an action filed by a number of landowners for a permanent injunction to prevent the Army Corps of Engineers from flooding the Birds Point-New Madrid Floodway. The remaining four cases, Case Nos. S 83-49 C, S 83-51 C, S 83-52 C, S 83-54 C and S 83-55 C, are actions by the United States of America for immediate possession of four tracts of land within the floodway.

After considering the pleadings, testimony of the witnesses and the various memoranda submitted on behalf of the respective parties, the Court makes the following findings of fact and conclusions of law in accordance with Rule 52 of the Federal Rules of Civil Procedure. Any finding of fact equally applicable as a conclusion of law is adopted as such and, conversely, any conclusion of law applicable as a finding of fact is adopted as such. Furthermore, the Court confirms and adopts its findings of fact and conclusions of law entered May 10, 1983, at the conclusion of the hearing on the preliminary injunction in this cause.

Findings of Fact

1. The Birds Point-New Madrid Floodway (hereinafter the Floodway) is an area of approximately two hundred five (205) square miles located on the Missouri side of the Mississippi River. The Floodway was developed as part of the Flood Control Act of 1928, adopting the report of the Chief of Engineers, Edwin Jadwin, as delineated in House Document No. 90. At the time of its establishment, the Floodway was primarily undeveloped and unimproved land. The area now contains about one hundred thirty thousand (130,000) acres of highly developed and improved land and supports a population of approximately thirteen hundred (1300) persons in approximately three hundred thirty (330) residences. Additionally, there exists in the Floodway a number of public ditches and highways as well as historical and archaeological sites.

2. As originally designed, the Floodway provided for a frontline levee to protect the area within the Floodway until the Mississippi River reached a stage of fifty five (55) feet on the Cairo gauge. At this point, the river would naturally overtop the frontline levee, filling the Floodway. The original plan was substantially modified by the Flood Control Act of 1965. This Act provided in pertinent part:

The project for flood control and improvement of the lower Mississippi River adopted by the Act of May 15, 1925 (45 Stat. 534), as amended and modified, is hereby further modified and expanded to include the projects and plans substantially as recommended by the Chief of Engineers in House Documents numbered 308 and 319, 88th Congress, at an estimated cost of One Hundred Eighty One Million One Hundred Nine Thousand Dollars ($181,109,000) except that (1) any modified easements required in the improvement of the Birds Point-New Madrid, Missouri floodway shall be acquired as provided by § 4 of the Act of May 15, 1928...."

3. House Document 308 is a six-volume study. On page 57 of Volume I, under the heading "Possible Methods of Improvement", the document describes a plan in which the Army Corps of Engineers (hereinafter the Corps) would build up the existing system of levees. The document further states:

The improvement if authorized should be subject to the following conditions: (a) that the floodway normally will not be placed in operation until flood heights in excess of sixty feet on the Cairo gauge are predicted; (b) that the federal government reserves the right to insure proper functioning of the floodway by creation of artificial crevasses in the fuseplug levee or elsewhere when stages are at or above fifty eight feet on the Cairo gauge; (c) that local interests provide without costs to the United States *509 all rights-of-way required for construction of the modified project; acquire and furnish free of cost to the United States flowage easements to permit operation of the floodway at stages equal to or above fifty eight feet on the Cairo gauge; maintain the levees after completion, including the flood fuseplug sections under the modified plan; and save and hold harmless the United States from any and all damages due to the construction and operation of the modified plan; (d) that repair of crevasses after operation of the floodway will not be the responsibility of local interest.

4. As finally brought to fruition, the 1966 plan dealing with the Floodway resulted in the following modifications: The floodwall at Cairo, Illinois, was raised to 65.3 feet on the Cairo gauge; the frontline levee of the floodway was raised to 62.5 feet; the fuseplug section was raised to 60.5 feet; the western setback levee (i.e., the levee on the western side of the Floodway which acts to contain the floodwaters in the Floodway), is at 65.5 feet.

5. As described, supra, House Document 308 permits artificial crevassing of the levee when necessary "to insure proper functioning of the Floodway." On page 148, the Document states:

The proposed improvement would assure protection of the lands from floods up to a stage of 60 feet on the Cairo gauge, but would permit breaching of the levees at a stage of 58 feet if a flood higher than 60 feet were forecast. The probable frequency of flooding with reservoirs existing and reasonably assured of co

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