Braeburn Alloy Steel Corp. v. United States

95 Ct. Cl. 343, 1942 U.S. Ct. Cl. LEXIS 145, 1942 WL 4383
CourtUnited States Court of Claims
DecidedJanuary 5, 1942
DocketNo. 43494
StatusPublished
Cited by1 cases

This text of 95 Ct. Cl. 343 (Braeburn Alloy Steel Corp. 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
Braeburn Alloy Steel Corp. v. United States, 95 Ct. Cl. 343, 1942 U.S. Ct. Cl. LEXIS 145, 1942 WL 4383 (cc 1942).

Opinion

Jones, Judge,

delivered the opinion of the court:

Plaintiff seeks to recover the value of a building and its contents at the time of their destruction during the flooding of the Allegheny Kiver in 1936. In order to bring itself within the jurisdiction of this court, it contends that the defendant is liable for the damages in question for the reason that through the construction of a dam in 1927 and other acts connected therewith the defendant created a condition as a result of which the floodwaters destroyed its building, and that therefore there was a taking of its property within the meaning of the Fifth Amendment to the Constitution.

For many years prior to and including the year 1936 plaintiff owned and operated a steel mill located on the east side, or left bank, of the Allegheny Kiver in Pennsylvania. In 1927 the defendant constructed a dam across the Allegheny Kiver near the lower end of plaintiff’s land. Plaintiff’s plant was in that location at the time and had been there for some 25 or 30 years prior thereto. The land on which the plant was located extended for a distance of approximately 2,000 feet upstream from a point about opposite the dam.

The dam was built to a crest elevation of 745 feet above mean sea level, which was 2 feet below the ordinary high-water mark at that point. The dam was tied into a concrete abutment 100 feet in length which was provided with wing walls extending 25 feet into the river bank. A few months after the completion of the dam, when it appeared that the floodwaters might damage the property of adjacent owners, including plaintiff, defendant constructed a dike 11 feet in height along the river bank, thus bringing the top of the dike to an elevation of 766 feet. This dike extended from the dam approximately 2,500 feet upstream where it was tied into a railroad at an elevation of 765.5 feet. Plaintiff’s plant was located between the dike and hills of considerable elevation to the east thereof. The railroad tracks which had an elevation at the upper end of 765.5 feet were between plaintiff’s plant and the hills. The elevation of plaintiff’s property varied from a low point of 755 to a high point of 762 feet.

[352]*352On March. 17,1936, an unprecedented flood occurred which raised the waters of the Allegheny River to an elevation of 768.8 feet, which was 7 feet higher than the highest previous flood and 2.8 feet higher than the top of the dike opposite plaintiff’s property. With the overtopping of the dike the floodwaters overflowed plaintiff’s plant, such waters reaching a height of 8 feet in the steel mill and 13 feet in its office building, which was within 3 feet of the eaves. While considerable damage resulted to its contents, the office building itself remained standing until its later destruction as hereinafter shown.

The crest of the flood was reached on March 18, and by the afternoon of the following day it had receded to the extent that not only plaintiff’s plant but also its office building was substantially free from water. As soon as the water began to recede, it was discovered that erosion was taking place along the bank of the river a short distance below the dam. At that time water was flowing around the end of the dam near plaintiff’s office building. The dam was contributing to the erosion by causing an eddying or whirlpool condition in that area along the bank of the river, which was cutting away the bank. By the following morning the erosive action of the river had cut a channel around the end of the abutment between the abutment and plaintiff’s office building. This erosive action continued for several days and, in spite of heroic efforts on the part of the defendant to arrest the erosion, it cut away the land underneath plaintiff’s office building which for the most part fell into the river. One small corner of the building which remained was pushed into the floodwaters to assist in stopping the erosion. Not only was the building lost but almost the entire contents thereof.

Thereafter defendant restored plaintiff’s land to approximately its condition prior to the flood, and also made major improvements to the abutment and to the dike. As a part of this protective work defendant constructed a weir by driving sheet steel piling in a line with the dam across the gap formed by a washout between the abutment and the railroad, a part of which was located on plaintiff’s property, and filled the space between the piling and the existing bank upstream with sand and gravel. The dam and abutment were unharmed by the flood.

[353]*353On these facts, which we have set out in more detail in our findings, plaintiff seeks recovery.

At the outset it should be observed that the parties are agreed that the dam and abutment were constructed as an aid to navigation on a navigable stream where the Government had a right to build them and that no land taken in connection with their construction is involved. It should be further kept in mind that the dam and abutment were constructed below the level of the ordinary high-water mark, and that the power of the Government over navigation covers the entire bed of a navigable stream, including all lands below ordinary high-water mark. United States v. Chicago, Milwaukee, St. Paul & Pacific Railroad Co. et al., 312 U. S. 592, decided by the Supreme Court March 31,1941.

What plaintiff claims is the value of its property which was destroyed during the flood of March 1936, on the ground that in effect there was a taking of its property because the presence of the dam in the river contributed to its destruction. It is well established that where private property is taken for public use just compensation must be paid to the owner of such property, but it is likewise true that there is a marked distinction between a taking and mere resulting damage, Bedford v. United States, 192 U. S. 217; Marret, Administrator, et al. v. United States, 82 C. Cls. 1, certiorari denied 299 U. S. 545.

Where, in the making of improvements by the Government within the legal limits of a navigable stream, there is some incidental or consequential damage resulting to the owner of private property, there is no taking of such property by the Government and hence no liability. Sanguinetti v. United States, 264 U. S. 146; Danforth v. United States, 308 U. S. 271; Marret, Administrator, et al. v. United States, supra.

The Government is not an insurer of riparian owners ■against damages resulting from floods. The fact that it required the intervention of another and efficient cause, namely, the abnormal flood, to produce the injury of which plaintiff complains, clearly indicates that what plaintiff is seeking to recover is not for a taking but for consequential damages and it is well established that the Government is [354]*354not liable for damages of that character. Bedford v. United States, supra; Jackson v. United States, 231 U. S. 1; Sanguinetti v. United States, supra. L. J. House Convex Glass Co. v. United States, 81 C. Cls.

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Bluebook (online)
95 Ct. Cl. 343, 1942 U.S. Ct. Cl. LEXIS 145, 1942 WL 4383, Counsel Stack Legal Research, https://law.counselstack.com/opinion/braeburn-alloy-steel-corp-v-united-states-cc-1942.