Christman v. United States

74 F.2d 112, 1934 U.S. App. LEXIS 3886
CourtCourt of Appeals for the Seventh Circuit
DecidedDecember 21, 1934
Docket5237
StatusPublished
Cited by13 cases

This text of 74 F.2d 112 (Christman v. United States) is published on Counsel Stack Legal Research, covering Court of Appeals for the Seventh Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Christman v. United States, 74 F.2d 112, 1934 U.S. App. LEXIS 3886 (7th Cir. 1934).

Opinion

LINDLEY, District Judge.

Appellants are owners of a 71-aere farm in Milton township, Jefferson county, Ind., abutting Indian-Kentueky creek, a nonnavigable tributary of the Ohio river. The mouth of the creek is 54 miles upstream on the river from Louisville, and appellants’ property is located about 4 miles up the creek.

The United States government on October 27, 1927, completed the construction of a dam at Louisville, for the purpose of improving navigation on the Ohio, replacing an old dam of an elevation of 412 feet above sea level. The dam was built in pursuance of an act of Congress which provided for the replacement of the old dam with one 418 feet above sea level. Pursuant to the provisions of the act granting authority so to do, the Secretary of War amended the plans, and the dam was erected with an elevation of 420 feet above sea level, thereby eliminating the necessity of another one at Madison, Ind.

Under the Tucker Act (Jud. Code § 24 (20), 28 USCA § 41(20), upon an implied contract, appellants sued to recover damages for the taking of their property without compensation. They alleged that by reason of the erection of the dam, the natural flow of the Ohio river has been increased in depth in excess of 8 feet above the previous flow; that as a result the waters of the Ohio have been obstructed and impeded in their natural flow, creating a permanent pool of water 8 feet above the prior level; that this pool of still, slack water extends up and into the creek and thereby causes permanently intermittent overflows and submersion of the lands of appellants.

The cause was tried by the court without a jury, and findings of fact and conclusions of law were adopted. Among other matters, the trial court found that the minimum pool stage of 420 feet at Louisville has had no effeet upon high-water stage in the Ohio, as the wickets of the dam are always lowered in time of flood, so that the river has then an unobstructed flow; that there has been no permanent filling of the channel of the creek as a result of the construction of the dam; that part of appellants’ land is overflowed by the creek as a result of freshets coming down the creek from the hills and by backwater from the Ohio in times of flood upon the latter; that this has always been true and that the dam has not increased or decreased the frequency, the extent, or the duration of these overflows; that the years 1928, 1929, and 1932 saw extraordinary weather conditions in the vicinity of the creek in the spring and summer months; that no overflows during those seasons were caused or increased by the presence of the *113 dam; and that the dam has not subjected to additional overflow any of appellants’ land.

The court concluded that there has been no taking of appellants’ property and that appellants are not entitled to recover because of the construction of the dam. In its opinion the court held that the land in question was subject to the same periodical overflows before the construction of the dam as occurred after the dam was built; that the effect of the construction of the dam, if any, upon the overflow of the farm is purely speculative ; that there is no permanent impairment in the value of the land because of the existence of the dam; and that appellants’ damages, if any, were consequential, for which the court is powerless to render compensation.

Appellants insist that there is no substantial evidence to support the finding to the effect that the dam has not increased the overflow upon appellants’ land; that the evidence was to the contrary and that no competent evidence in contravention thereof was offered; that the damage was not a consequential or indirect one but direct in character, the proximate cause of which was the construction and maintenance of the dam. In this connection appellants rely chiefly upon the case of United States v. Cress, 243 U. S. 316, 37 S. Ct. 380, 61 L. Ed. 746.

Appellee insists, however, that the findings of fact are supported by the evidence and that there is no direct damage for which the law will allow recovery, but that such damage, if any, is within those which the Supreme Court in Sanguinetti v. United States, 264 U. S. 146, 44 S. Ct. 264, 68 L. Ed. 608, held were of such consequential character as to afford no relief under the doctrine of an implied contract and that the remedy, if any, is one in tort for which the government is not liable.

There is no dispute that the building of the dam did create a pool of water in the Ohio some 8 feet higher in normal times than previously; that this pool raises the water permanently under normal conditions from 5 to 8 feet at the mouth of the creek; that the dam does not impede the flow of water in time of abnormal flow on the Ohio, for the reason that it is open, leaving the flow of the river unobstructed after it reaches 420 feet. It is appellants’ contention that the damages claimed follow, not from backwater from the Ohio in times of flow, but from overflow caused by freshets on the upper end of Indian creek, rushing down a comparatively steep descent toward the outlet into effect upon the creek, and that there is no increased probability of flooding this land, the Ohio and there rushing head on into and being impeded by the pool of water maintained in normal times at 420 feet. In other words, appellants admit that overflow has always occurred from backwater in the Ohio in the spring. These overflows, coming before crops were planted, because of the deposit of silt as fertilizer, were accepted rather as acts of beneficence than as damage.

But the real basis of the complaint is the damage caused by overflows from freshets in the summer months after crops have been planted and are growing. The theory of appellants is that when the Ohio is not in abnormal flow but in its normal condition of 420 feet, as maintained by the dam, and a freshet in the creek rushes down the creek, the pool, by having raised the water at the outlet of the creek from 5 to 8 feet, acts as a dam and prevents egress from the creek, thereby causing an overflow upon appellants’ land.

Appellants’ witnesses testified to such effect ; they produced evidence that the maintenance of the dam had increased the danger of overflow from such freshets in the summer months when the Ohio was not in flood. Crops have been destroyed and 6% acres of farm land have been abandoned.

In opposition the government offered the testimony of two witnesses and certain documentary evidence. Colonel Johnson testified that he had been familiar with the records concerning the waters of the Ohio since 1930. He knew nothing about the condition of the river or the creek before that date. He had no records regarding the creek for any year before 1932. He testified that there was a permanent increase in the height of low-water stage at the mouth of the creek of 8 feet, brought about by construction of the dam; that he visited the creek about a week before the trial; that the pool had backed water up the creek about a mile; that this was a permanent condition; that there is no flow in the stream except after heavy rainfall; and that freshets, overflowing because impeded by the pool in the Ohio, would be temporary in character. He expressed an opinion that no damage had occurred.

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Bluebook (online)
74 F.2d 112, 1934 U.S. App. LEXIS 3886, Counsel Stack Legal Research, https://law.counselstack.com/opinion/christman-v-united-states-ca7-1934.