Estate of Alexander C. Callas, Etc. v. United States of America and United States Army Corps of Engineers

682 F.2d 613, 1985 A.M.C. 1812, 1982 U.S. App. LEXIS 18473
CourtCourt of Appeals for the Seventh Circuit
DecidedJune 11, 1982
Docket81-2578
StatusPublished
Cited by46 cases

This text of 682 F.2d 613 (Estate of Alexander C. Callas, Etc. v. United States of America and United States Army Corps of Engineers) 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
Estate of Alexander C. Callas, Etc. v. United States of America and United States Army Corps of Engineers, 682 F.2d 613, 1985 A.M.C. 1812, 1982 U.S. App. LEXIS 18473 (7th Cir. 1982).

Opinion

CUDAHY, Circuit Judge.

Judith Callas, administratrix of the estates of Alexander C. Callas and Gregory Callas, instituted this damage action against the United States and the United States Army Corps of Engineers (the “government”) seeking recovery for the drowning deaths of her husband and son at Lock and Dam No. 8 on the Mississippi River. Jurisdiction is based on the Suits in Admiralty Act, 46 U.S.C. §§ 741-752 (1976). Following a bench trial on the issue of liability, the district court found all parties negligent and apportioned the fault among them. We affirm the finding of government liability but vacate and remand for reconsideration the district court’s apportionment of fault.

I.

On the morning of June 28, 1978, the sixteen foot fishing boat carrying Alexander C. Callas and his nineteen-year old son, Gregory, capsized in front of roller gate no. 1 of Lock and Dam No. 8 on the Mississippi River. Both of the Callases drowned. To understand the legal and factual issues presented by this tragedy, it is first necessary to describe in some detail the structure of the dam and the water conditions around it.

Lock and Dam No. 8 is located on the Mississippi River at Genoa, Wisconsin, and is operated by the defendant, the U. S. Army Corps of Engineers. As illustrated in Figure l, 1 the lock portion of the structure consists of a main lock chamber and an (inoperable) auxiliary lock adjacent to the east bank of the river in the State of Wisconsin. The main lock and the auxiliary lock are separated by the intermediate wall, or “I-wall.” To the west of the river wall is *616 the dam portion of the structure. The movable gate section extends westward from the river wall 897 feet across the main channel of the river. This section is composed of five steel roller gates, each 80 feet in length, and ten steel tainter gates, each 35 feet in length. The accident involved in the instant case occurred on the downstream, or south, side of roller gate no. 1, which is the gate closest to the river wall.

The water conditions on the downstream side of the gates are perilous. Rapidly moving water discharged from the dam passes underneath the roller gates, where it strikes the slower river current. The discharged water then collides with baffle blocks located on the floor of the river approximately 60 feet downstream from the gates. These baffle blocks are designed to slow the flow of the water, but their effect is to cause the water to rise to the surface and to create great turbulence in the area in front of the gates. The surfacing water actually raises the water level several inches above the water level immediately in front of the gates, thus causing *617 the surface current to flow back toward the dam. 2 In addition to this strong backcur-rent, the surfacing water curls back toward the roller gates in a circular movement, sweeping around the south side of the auxiliary lock, past the river wall and into the roller gates. The testimony at trial placed the start of the backcurrent at between 30 and 50 feet downstream from the dam. To the south of the backcurrent, the river flows downstream with such strength and velocity that it is difficult if not impossible to keep a small boat on a course heading upstream toward the roller gates. On the day of the Callas’ accident, the water 125 feet below the roller gates was choppy, swirling and turbulent, and this disturbance could be seen at a distance of 300 feet from the dam. Although the turbulence was visible to any boater in the area, the backcur-rent was not noticeable and would have been seen only by those boaters looking for it.

*616

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Bluebook (online)
682 F.2d 613, 1985 A.M.C. 1812, 1982 U.S. App. LEXIS 18473, Counsel Stack Legal Research, https://law.counselstack.com/opinion/estate-of-alexander-c-callas-etc-v-united-states-of-america-and-united-ca7-1982.