In Re United States Air Force Texas Tower No. 4

203 F. Supp. 215, 1962 U.S. Dist. LEXIS 4594
CourtDistrict Court, S.D. New York
DecidedMarch 9, 1962
StatusPublished
Cited by7 cases

This text of 203 F. Supp. 215 (In Re United States Air Force Texas Tower No. 4) is published on Counsel Stack Legal Research, covering District Court, S.D. New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
In Re United States Air Force Texas Tower No. 4, 203 F. Supp. 215, 1962 U.S. Dist. LEXIS 4594 (S.D.N.Y. 1962).

Opinion

LEVET, District Judge.

These are motions for summary judgment, filed by claimants J. Rich Steers, Inc., Morrison Knudsen Co., Inc. and Moran, Proctor, Mueser & Rutledge, pui'-suant to Supreme Court Admiralty Rule 58, 28 U.S.C. They seek to dismiss the petition for limitation of liability, filed by the United States of America, on the ground that Texas Tower No. 4 was not a “vessel” within the meaning and purview of the provisions of Sections 4283-4289 of the Revised Statutes of the United States (46 U.S.C.A. §§ 183-189). In the alternative, claimants move the court to issue an order containing a specification of the facts controverted.

FACTS

United States Air Force Texas Tower No. 4 (hereinafter referred to as “Tower”) was one of three novel and unique radar tower installations erected on the continental shelf off the North Atlantic coast of the United States as permanent and integral parts of the nation’s radar defense network. (Affidavit of Rutledge, Moran, Proctor, Mueser & Rutledge, January 3, 1962, p. 1.)

On the evening of January 15, 1961, at approximately 7:25 P.M., during a North Atlantic storm, the Tower collapsed in 185 feet of water, resulting in the death of 28 persons, of whom 14 were civilian repairmen and 14 were military personnel attached to the United States Air Force. (Affidavit of Gilbert S. Fleischer, Department of Justice, United States, January 22, 1962, p. 2.)

The Tower was located 80 miles east of Barnegat Inlet, New Jersey (84 miles southeast of Coney Island, New York). (Affidavit of E. G. Rau, J. Rich Steers, Inc., January 5, 1962, pp. 4-5.)

The contract for the building of the Tower stated that the work would consist of constructing on the shore, towing to sea, and the implanting on the ocean floor a large steel self-contained stable platform. This structure was to include adequate living facilities for personnel, all required mechanical and electrical services for the operation and maintenance of the platform and its equipment, all gear and equipment for replenishment and fueling, helicopter landing and takeoff, boat launching and retrieve, and lifesaving. The Tower was to be rajsed some 70 feet above mean sea level and to be supported on three steel caissons partially filled with concrete and about 12 feet and 14 feet in diameter. (Affidavit of E. G. Rau, January 5, 1962, p. 5.)

The Tower was in 185 feet of water. Each of its three legs was 252 feet long and 12% feet in diameter, made of x%6 inch steel plate and braced by three tiers of 24 and 30 inch steel struts. The superstructure was a triangular platform, 66% feet above sea level, approximately 180 feet on each side. The weight of the Tower was some 7,000 tons. Its height from the ocean floor to the top of the “radomes” was 345 feet. (Affidavit of E. G. Rau, January 5, 1962, p. 6, citing Transcript of Hearings of Senate Investigating Committee, p. 7.)

The platform and the three legs which were designed to support the platform were towed to the projected site. The legs were placed in their position at the Tower site. The platform was floated into position between the legs. On July 8, 1957 the platform was jacked up on the three legs, clear of the water. The legs were embedded into solid concrete caissons some 25 feet in diameter and 20 feet in depth. (Affidavit of E. G. Rau, January 5, 1962, p. 6, citing Transcript of Hearings of Senate Investigating Committee, pp. 53-56.)

The Tower was designed to be fabricated in a shipyard and towed to its site in two floating sections. The superstructure or platform floated during the tow. The substructure, also referred to as the template, was designed to float as a separate unit by means of the *217 buoyancy provided within the cylindrical caissons and bracing members. (Statement of James R. Ayers, Department of the Navy, p. 1; affidavit of Gilbert S. Fleischer, January 22, 1962, p. 2.)

The Tower was towed to its station in the ocean, a towing distance of 350 miles. It had a draft of between 6-7 feet and was towed by two sea-going tugs. (Affidavit of Gilbert S. Fleischer, January 22, 1962, p. 3.)

GOVERNMENT’S PETITION FOR LIMITATION OF LIABILITY

On July 18, 1961, a petition for exoneration from or limitation of liability of the United States of America, as owner of the Tower, was filed in this court. It is alleged in Article TENTH of the petition that, after the casualty, the Tower was a total loss. In Article ELEVENTH of the petition, it is alleged that the amount demanded in the suits filed against petitioner pending in this court far exceeds the value of its interest in the Tower. Subsequent to the filing of said petition, an order directing the issuance of monition and enjoining all suits was entered on July 18, 1961 and served upon the various parties. Publication of the notice of monition was made in the New York Law Journal and, pursuant to order, completed on September 6, 1961. Claims have since been filed and the total amount filed to date in the limitation proceeding is in the sum of $5,208,514.74. (Memorandum of United States, filed January 22, 1962, pp. 3-4.)

The movants herein filed exceptions and exceptive allegations to the petition, which came on before District Judge Charles M. Metzner, who overruled same by memorandum opinion dated November 14, 1961, holding that the proper remedy was to move for summary judgment under Admiralty Rule 58.

ISSUES

The issues are as follows:

1. Do the nature, characteristics and purpose of the special purpose structure, Tower, present a genuine issue of fact to be resolved at a trial or on a hearing?
2. Is the government, as owner of the Tower, entitled to the benefits of the limitation statute, 46 U.S.C.A. §§ 183-189?

DISCUSSION

I hold that there is no genuine issue of material facts in dispute which would require such issue to be resolved at a trial or on a hearing.

The basic issue before this court is whether the Tower was a “vessel” within the meaning and purview of the limitation of liability statute, 46 U.S.C.A. §§ 183-189.

Generally, the definition of “vessel” “includes every description of watercraft or other artificial contrivance used, or capable of being used, as a means of transportation on water.” 1 U.S.C. § 3.

In defining “vessel,” Gilmore and Black, The Law of Admiralty §§ 1-11 (1957), states: “[T]he best approximation would be to say that the term ‘vessel’ is applied to floating structures capable of transporting something over the water.”

Another definition states:

“* * * By statutory definition the word vessel includes every description of water craft used or capable of being used as a means of transportation on water. For general admiralty purposes the definition has not always been the same as that for the purpose of applying some particular statute. Also, the question whether a given structure is or is not a vessel often depends on its particular use. It may be a ‘shore structure’ if used as a dance hall, hotel or wharf boat permanently moored to the shore. The mere fact that the structure floats on navigable waters is not determinative of its status as a vessel.

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203 F. Supp. 215, 1962 U.S. Dist. LEXIS 4594, Counsel Stack Legal Research, https://law.counselstack.com/opinion/in-re-united-states-air-force-texas-tower-no-4-nysd-1962.