Danforth v. United States

308 U.S. 271, 60 S. Ct. 231, 84 L. Ed. 240, 1939 U.S. LEXIS 37
Supreme Court of the United States·Decided December 4, 1939·No. 309·Published·Cited by 362 cases

Opinion

*276 Mu. Justice Reed

delivered the opinion- of the Court,

A writ of certiorari was granted 1 to review the judgment of the Court of Appeals for the Eighth Circuit 2 affirming a judgment of the District Court for the Eastern District of Missouri which awarded to a property owner, against the United States, compensation in condemnation less in amount than a sum fixed by an arrangement between the parties prior to the institution of the condemnation. This judgment provided for payment of the award, into the registry of the court and that upon such payment the United States should be entitled to the relief sought. Although the issue was raised by the landowner, no pro-: *277 vision was made as to interest. The writ was granted to determine -important questions of federal law as to the effect in condemnation, of prior agreements by the United States as to the amount of awards and as to the running of interest.

This proceeding arose in the course of carrying out the protection from destructive floods of the alluvial valley of the Mississippi between Cape Girardeau, Missouri, and Head of Passes, Louisiana. This work of internal improvement was begun under the Flood Control Act of May 15, 1928. 3 The passage of this Act followed the disastrous experience with the flood of 1927 and was based upon a comprehensive report and plan known as the Jadwin Plan, Major General Edgar Jadwin, then Chief of Engineers of the United States Army, being in charge of its development. 4 The plan covers the great alluvial valley of the Mississippi through its entire length from the Ohio to the delta. In essence, the plan in its entirety is based upon a levee system which constricts the water to a moderate degree and allows in periods of extreme floods the escape from some lower levees, known as fuse-plugs, of the water from the main channel to back waters and floodways.

The particular portion of the plan involved here is known as the Birds Point-New Madrid Floodway. Prior to the passage of the Flood Control Act, there were levees along the west bank of the Mississippi between Birds Point, Missouri, and New Madrid, Missouri, which substantially followed the meanderings of the. river. To get a greater area for the spreading of flood waters, the plan *278 provided for a second levee to.be set back., about five miles from, the riverbánk.levee running-from Birds Point to* St.. Johns «Bayou,; just feast. of -New ■ Madrid*.;. Near its upstream: connection; with -the set-back-levee. the present riverbank levee would be lowered: some five féet by what is called-a. fúse-pjug, so that at high-flood.'the water will begin to. flow into .the wide floodway .-below. It-is expected that this enlarged channel .will':keep; anticipated floods, from rising, above the levees- protecting .Cairo,- Illinois. The set-back levee will confine; its. diver ted water to the floodway area between the-set-back; levee and the riverside levee and will.returmthfe water, to the Mississippi through ra lower , fuse-plug section where a.gap is- left in thfe levee-system-to.permit.complete drainage.'*, The land involved: in. this; condemnation ¡is' situated ifi. this; fldodway immediately east of: the set-back levee and about- midwav between Birds- Point and New Madrid.

The Flood-ControLAct stipulates that-.the United States-“shall;provide flówage rights for additional-,'destructive flood waters that wilL'pass by reason:of .diversions from the main channel of .the Mississippi River.”.* The same* section* authorizes the Secretary -of 'War ?to “cause pro-ceedihgs. to ¡ be-, instituted 'for the.■acquirement. :by coni; demnation-.of.-any lands,- easements, - or rights *.of*way which*;’. .’. are needed.in carrying out, this;project;;. . .” Jurisdiction .of. the proceeding, is given;¡to-.the United : States district court for the district-in;which The property - is. located.. - Commissioners were authorized to.-view and* * value.* It was; further provided:'; “When the, owner *of*' any .land, 'easement; * or right of way shAlLfix a price for thfe, same:-which,; sin-.the opinion-of the*.Secretary of War is: reasonable*;- hé<> may,; purchase*.- thée sames,* ata,, suche pricép;. . ,” 5 *

There is,.the;.additional, provision-;in;.-§ *1 ’of .rthisesameu* Aót * that: {‘pending, .completion-of; any flobdway, spillway, *279 or diversion channel, the areas within the same shall be given the same degree of protection as is afforded by levees on the west side of the river contiguous to the levee at the head of said floodway.”

Construction work began on the set-back levee on October 21, 1929, and was substantially complete on October 31, 1932. The riverside levee is maintained at its original height of about 58 feet and the upper fuse-plug, which is designed to admit water into the floodway, has not yet been created.

In January, 1937, the Mississippi River attained its highest flood stage in recorded history. Late in that month the United States Army officer in charge of Memphis Engineers, District No. 1, directed a subordinate to proceed to the area and place the Birds Point-New Madrid Floodway in operation. These instructions were issued by the officer in charge of the district without orders from any superior. The directions were carried out after flood waters were trickling over the riverside levee into the floodway area through a natural crevasse and when pursuant to these orders an artificial crevasse was created by dynamiting the northern portion of the upper fuse-plug section. Later another artificial crevasse was created and other natural crevasses developed. Through these crevasses petitioner’s land was flooded. As the river would have reached a stage sufficiently high to overtop the riverside levee, even with extraordinary high-water maintenance, the land of the petitioner would have been flooded without the crevassing. The set-back levee did confine the diverted water to the floodway. It increased its depth and destructiveness on petitioner’s land. After the flood subsided, the riverside levee,' including the upper fuse-plug section, was restored to its previous height.

Prior to the institution of this action, orders had been issued by the Secretary of War, under the provisions of *280 § 4 of the Flood Control Act, to purchase this tract of land. A letter containing the offer for the flowage rights here involved, dated January 14, 1932, had been received by the petitioner and the offer accepted by him within an agreed extension of the limited time. The letter, so far as pertinent, reads as follows:

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Danforth v. United States, 308 U.S. 271, 60 S. Ct. 231, 84 L. Ed. 240, 1939 U.S. LEXIS 37 (1939).

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