Dye v. United States

107 F. Supp. 6, 1952 U.S. Dist. LEXIS 3722
CourtDistrict Court, W.D. Kentucky
DecidedSeptember 11, 1952
DocketCiv. A. 1998, 1999, 2054
StatusPublished
Cited by2 cases

This text of 107 F. Supp. 6 (Dye v. United States) is published on Counsel Stack Legal Research, covering District Court, W.D. Kentucky primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Dye v. United States, 107 F. Supp. 6, 1952 U.S. Dist. LEXIS 3722 (W.D. Ky. 1952).

Opinion

SHELBOURNE, Chief Judge.

The three actions above numbered were tried together to the Court without a jury under the provisions of the Federal Tort Claims Act, Title 28 U.S.C.A. § 1346(b).

Each is brought by the widow, as Ad-ministratrix, to recover for the alleged wrongful death of Charles R. Dye in Action 1998, James Otto Dye in 1999 and Glenn G. King in Action No. 2054.

The ¡actions, as originally filed, alleged that the decedent’s death in each case, resulted from the action of the United States Coast Guard and the United States Corps of Engineers, in maintaining and operating Dam No. 41 in the Ohio River near Louisville, Kentucky, carelessly and negligently and permitting the wickets of the dam to be opened, thereby causing a strong and violent current without adequate warning to persons upon the river and without having made suitable provisions for their protection and that as a result the boats in which decedents were riding were pulled over the Dam, capsized and so injured the decedents that they immediately died.

The Court, on defendant’s motions to dismiss, held that no claim against the defendant upon which relief could be granted was stated insofar as allegations charging negligence of the United States Coast Guard was concerned, but overruled the motion with respect to the negligence [7]*7alleged to have caused the accident on the part of the United States 'Corps of Engineers.

The answers of the Government denied the material allegations of the complaints and affirmatively alleged that plaintiff’s decedent, in each case, by his own contributory negligence, precluded any recovery on the part of his estate.

The case was tried on November 27, 1951.

On the evidence, the Court makes the following—

Findings of Fact

1. Dam No. 41 is located in the Ohio River in Jefferson County, Kentucky, and was constructed by the United States, under the supervision of its Corps of Engineers and completed in 1927.

The dam is an L-shape structure beginning at a point on the Indiana shore and running perpendicular across the river for approximately 1500 feet, at which point the dam turns and parallels the river westwardly for approximately 6500 feet to a hydroelectric plant, built and operated by the Louisville Gas & Electric Company, which extends from the westermost end of the dam to the Kentucky shore line. The locks through which the boats passed are located adjacent to the Kentucky shore.

2. That part of the dam paralleling the river is composed of boule weirs so constructed that the wickets can be raised or lowered to control the flow of water in the section of the river east of the dam. The portion of the dam beginning at the Indiana shore and extending perpendicularly to the river for 1500 feet has 860 near the center of the dam of Chanoine wickets. When the Boule weirs are opened, the water drops from the upper pool to the lower pool below the dam for a distance of 17 to 21 feet.

3. March 20, 1949, the dam was under the operation and control of the United States Corps of Engineers. The weather on that date was clear.

About three o’clock P.M., Charles R. Dye and James Otto Dye launched a small plywood boat equipped with an outboard motor and oars on the Ohio River at about the foot of Fourth Street. Glenn R. King had rented a small aluminum boat on the River at the foot of Indian Hills Trail east of the City of Louisville. The aluminum .boat was equipped with an outboard motor and oars. King proceeded from a point on the river at the foot of Indian Hills Trail westwardly to the section of the river opposite Fourth Street where he was joined by the two Dyes.

4. There is no definite evidence from which it' may reasonably be inferred that the decedents were familiar or unfamiliar with the existence and location of Dam No. 41. A short time prior to his death, James Otto Dye was a representative of the Judd Manufacturing Company and was endeavoring to sell the product of that company, consisting of plywood boats similar to the one he w;as using on the day in question.

5. The Pennsylvania 'bridge, a railroad bridge, sometimes known as the “Ohio Falls Bridge” extends from a point on the Indiana shore approximately 120 feet downstream westwardly from the Chanoine end of the dam and extends southwardly across the river, converging in Louisville at a point between Fourteenth and Fifteenth Streets.

6. There was a sign on the Pennsylvania bridge containing the following words “Danger — High Dam”. The sign is six feet high, thirteen feet wide, containing letters four inches wide and eighteen inches high, which sign is shown to be visible for a distance of three thousand feet.

There was also a sign located at the pumping plant of the Louisville Water Company, approximately a mile west of where the decedent King launched his boat. This sign on the day in question read “1200 feet of dam down — Use Locks.” The sign is eight feet, two inches high, and eight feet four inches wide.

7. As indicated by the sign at the Water Company plant, 1200 feet of the wickets on the dam had been lowered for approximately twenty-four hours prior to the accident.

About one and a half feet of the dam extended above the surface of the water and the dam was visible for a distance of approximately three thousand feet.

[8]*88. On the day in question, the three decedents, with their two> boats apparently being held together, were seen drifting in the current. The outboard motors, with one of which each boat was equipped, were not in operation. The boats drifted under the Pennsylvania railroad bridge at a point approximately one thousand feet south of the Indiana shore and approximately twelve hundred feet east of the perpendicular section of the dam. The boats went through that part of the Boule Weirs in which the wickets were lowered. The decedents were all drowned as a result of the passing over the dam with the boats.

9. The Lockmaster at the dam No. 41, Peter B. English, convincingly testified that boats of the type and size used by the decedents could be operated with the use of oars within four hundred feet of the opening of the dam when twelve hundred feet of weirs were lowered and that experienced oarsmen could operate boats of the same type within two hundred feet of the opening of the dam without being endangered by the suction of the current through the wickets.

The witnesses Emil Johnson and Leonard Williams, employees of the United States Engineers, saw the boats in which the decedents were riding when they were ap^-proximately two hundred yards east of the Pennsylvania Railroad bridge and attempted by waving and hollering to warn the decedents, but their warnings, if observed, were apparently unheeded.

There is no evidence from which it could be known why the boats were 'being, held together or why the motors on the boats were not in operation.

No other signs or warning except the signs on the Pennsylvania Railroad bridge and at the Louisville Water Company’s pumping station warned of the presence of the dam or the danger incident to the operation of the dam.

Professor W. R.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Chesley v. Mesquite
D. Nevada, 2023
Dye v. United States
210 F.2d 123 (Sixth Circuit, 1954)

Cite This Page — Counsel Stack

Bluebook (online)
107 F. Supp. 6, 1952 U.S. Dist. LEXIS 3722, Counsel Stack Legal Research, https://law.counselstack.com/opinion/dye-v-united-states-kywd-1952.