Union Mechling Corp. v. United States

579 F. Supp. 1273, 1984 U.S. Dist. LEXIS 20750
CourtDistrict Court, S.D. Ohio
DecidedJanuary 5, 1984
DocketNos. C-1-78-075, C-1-79-208, C-1-80-028, C-1-80-591, C-1-80-592, C-1-81-414 and C-1-79-002
StatusPublished
Cited by1 cases

This text of 579 F. Supp. 1273 (Union Mechling Corp. v. United States) is published on Counsel Stack Legal Research, covering District Court, S.D. Ohio primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Union Mechling Corp. v. United States, 579 F. Supp. 1273, 1984 U.S. Dist. LEXIS 20750 (S.D. Ohio 1984).

Opinion

[1274]*1274MEMORANDUM AND ORDER

SPIEGEL, District Judge.

These consolidated cases are before the Court on the motion of the United States for partial summary judgment (doc. 173), the response of Walker Towing (doc. 213 in C-l-79-208), the response of Houston Barge Line and Wells Fargo Leasing (doc. 30 in C-l-81-414); the response of Midland Enterprises, Orgulf Transportation and the Ohio River Company (doc. 73); the response of Union Mechling Corp. (docs. 25 and 26 in C-l-80-028), the response of Indiana & Michigan Electric Corp. (doc. 22 [1275]*1275in C-l-80-591) and the government’s reply (doc. 173). A lengthy hearing was held on the motion on December 20, 1983, and the motion is ripe for decision,

I. Introduction

This case arises from the January, 1978 freezing over of the Ohio River, which resulted in massive damages to both the government and the private parties to these actions. The motion at bar raises, for the second time in this lengthy litigation, the question of whether certain actions by representatives of the Army Corps of Engineers which allegedly contributed to or caused the damages sustained by the private parties, as well as much of the damage sustained by the Government, are insulated from suit by sovereign immunity. The issues are whether the discretionary function exception of the Federal Tort Claims Act, 28 U.S.C. § 2680(a), should be read into the Suits in Admiralty Act, 46 U.S.C. §§ 741-52; and, if so, whether various governmental activities are “discretionary” under the law and on the facts as thoroughly developed through discovery.

We conclude that the discretionary function exception must be considered as applicable to the Suits in Admiralty Act. We further conclude that the government’s motion must be granted as to the claims against it for the geographical placement and overall design of the Markland Lock and Dam, which is the focal point of this litigation. However, the motion must be denied as to the modification of the dam to incapacitate a number of submergible tainter gates, designed so that ice and water could be washed over the gate instead of through the lock or under the gates. It must also be denied as to the formulation of the daily plan of operations for the dam; and the formulation of an “ice plan” to guide the lockmaster in coping with emergency winter weather situations.

A. Facts

In part, our reluctance to grant the government’s motion as to the last three points of its motion is based upon the impossibility, at this stage of the case, of arriving at an accurate and comprehensive statement of the facts surrounding the events giving rise to suit. However, we are able to provide a skeletal framework of events.

The Markland Lock and Dam was constructed in the late 1950s. It was the culmination of feasibility studies dating back as far as 1933, and siting studies had commenced in 1952. The Corps decided that the dam would be placed on the same site as an outmoded dam. The site is in some ways not an optimum one, as it is built on the downstream side of a sweeping bend in the river. Because such bends are natural points of accumulation for ice moving downstream, the effect of the dam placement is that any ice which comes downstream slows at the bend and, if weather conditions are severe, may refreeze. Similarly, the slowdown makes it more difficult to utilize conventional methods of passing ice through the dam. However, it appears that a critical factor to be taken into account in the engineering of a lock and dam is the condition of the river bottom at the site. The primary concern in that regard is the selection of a site where the bottom is hard enough to avoid significant scouring, or erosion of the river bed caused by the turbulence generated by passing hugh volumes of water through a dam. In this regard, the site chosen by the Corps was a good one; thus, the decision was made that the advantages of the site overcame the problems, of which the Corps was then aware, caused by the bend in the river.

The Markland Dam was the first of several “high lift” dams built on the Ohio and other rivers. A high lift dam is one able, by virtue of its capacity to raise or lower vessels a greater vertical distance than older dams, to replace a number of “low lift” dams, thereby speeding up navigation.

The dam was constructed with a number of submergible tainter gates. To our understanding, Markland was the first dam to include such gates, which are designed so that they can either be lifted up so that water and debris can pass underneath them, or lowered beneath the water sur[1276]*1276face so that water and ice flow over. Previous dams had gates which could only be raised, and it was difficult, if not impossible, to pass ice through such gates because to do so, they had to be raised so high that the river level would be drastically lowered. Thus, the submergible gates were not only a technological improvement, but were designed to significantly ameliorate the effect of placing the dam below a curve, by making it much easier to handle ice emergencies.

As noted, the submergible gates were a new idea. While they were extensively tested prior to installation, the Corps had no practical experience with them prior to their installation at Markland. During discovery, the private parties learned that an engineer on assignment to Markland during its construction became concerned with the possibility that a serious vibration problem might occur when the submergible gates were operated. He tested the first such gate to become operational, and found that such a problem indeed existed. Nonetheless, the Corps proceeded to construct the dam as planned.

After the dam was built, it became apparent that vibration was a serious problem. Concerned for the integrity of the dam, the Corps determined that the submergible gates should be used as sparingly as possible. However, in 1976, a large shaft which operated one of the submergible gates broke. It was determined that the break was caused by metal fatigue, which had in turn been caused by the vibration attendant to use of the submergible gates. Because of the severity of the problem, the regional office of the Corps decided to render the gates nonsubmergible by installing gate stops. According to the affidavit of John Speaker, the Chief of the Design Branch, Engineering Division, of the Corps, there is a program currently underway which will render the gates permanently nonsubmergible by installing concrete sills under them. Speaker also notes that

The decisions and plans of action with respect to the submergible gates were products of a great deal of professional engineering expertise. The benefits from submerging a gate did not outweigh the danger to the structure, in the opinion of [the Corps].

Speaker Affidavit at ¶ 10.

In January of 1978, in what is generally acknowledged to have been the most severe winter in this area in years, disaster struck. We are not, at this point, in a position to reach intelligent conclusions as to precisely what occurred; indeed, a full week of trial time is set aside in early 1984 solely to determine the chain of events leading up to the damages claimed by the parties.

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Related

In Re Ohio River Disaster Litigation
579 F. Supp. 1273 (S.D. Ohio, 1984)

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Bluebook (online)
579 F. Supp. 1273, 1984 U.S. Dist. LEXIS 20750, Counsel Stack Legal Research, https://law.counselstack.com/opinion/union-mechling-corp-v-united-states-ohsd-1984.