Fruin Colnon Corp. v. Vogt

541 F. Supp. 1264, 1983 A.M.C. 912, 1982 U.S. Dist. LEXIS 18259
CourtDistrict Court, S.D. Illinois
DecidedJune 22, 1982
DocketCiv. No. 78-4191
StatusPublished

This text of 541 F. Supp. 1264 (Fruin Colnon Corp. v. Vogt) is published on Counsel Stack Legal Research, covering District Court, S.D. Illinois primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Fruin Colnon Corp. v. Vogt, 541 F. Supp. 1264, 1983 A.M.C. 912, 1982 U.S. Dist. LEXIS 18259 (S.D. Ill. 1982).

Opinion

ORDER

FOREMAN, Chief Judge:

This matter is before the Court pursuant to an order granting a new trial on the issue of whether plaintiffs’ construction activities fall within the scope of the federal navigational servitude and is thus beyond the reach of the state trespass laws. In the order issued on October 22, 1980, by this Court, following a non-jury trial, the question presented by the case was framed in this language:

whether activity on a navigable waterway by construction barges building a bridge paid for almost entirely by federal money yet contracted by the state, can constitute a trespass on an adjacent owner’s riparian rights in the riverbed and shore.

[1266]*1266Fruin-Colnon Corp. v. Vogt, 500 F.Supp. 606 (S.D.Ill.1980). The Court found in that order that (1) the federal navigational servitude did apply even though the project was under state direction; (2) the bridge building activities were not within its scope because plaintiff had not demonstrated by a preponderance of the evidence that the project would aid navigation; and (3) since the navigational servitude did not apply, plaintiffs were subject to 33 U.S.C. § 532, which made reference to state law to fix compensation for landowners upon whose land bridges are constructed under authority of 23 U.S.C. § 144; and (4) under state law, plaintiffs, as agents of the state, were obligated to pay defendants fair compensation.

On November 12, 1980, plaintiffs filed their Motion to Alter or Amend Order, or in the Alternative, Motion for New Trial. On November 21, 1980, they filed their Notice of Appeal. On December 18, 1980, this Court granted the new trial as to the navigational servitude question only. There was some question whether the district court had authority to issue such an order. The controversy was settled when the Court of Appeals ordered on February 9, 1981, that the appeal be dismissed and this Court re-enter its order of December 18,1981. As noted at the outset, this was done on April 2,1981, and the new trial was held. Pursuant to that new trial, the Court makes the following findings of fact, which are intended to supplement those of October 22, 1980. See, 500 F.Supp. at 608-10.

Supplemental Findings of Fact

22. The existing Jefferson Barracks Bridge contains two lanes of traffic. It has three foundation piers situated within the riverbed of the Mississippi River. These piers have been designated by the Illinois Department of Transportation (IDOT) as Piers 5, 6 and 7 (Pier 5 being the pier closest to the Missouri shore).

23. The navigation channel of the Mississippi River at Jefferson Barracks is located directly off the Missouri shore, generally between Piers 5 and 6 of the existing bridge.

24. The horizontal navigational clearance between Piers 5 and 6 of the existing Jefferson Barracks Bridge is 645 feet.

25. On June 29, 1967, the Illinois Division of Highways, predecessor to the IDOT, applied to the United States Army Corps of Engineers, for a bridge permit. By this application for permit, the Division of Highways sought approval of the Chief of Engineers and the Secretary of the Army for the construction of a new two-lane bridge across the Mississippi River adjacent to the existing two-lane Jefferson Barracks Bridge. The plans proposed replacement of the existing superstructure with a new superstructure. The existing piers, however, were to remain and be utilized for the existing bridge which was to carry eastbound traffic. The new bridge constructed upstream would carry the westbound traffic. As originally designed, the navigational channel and clearance between the Jefferson Barracks Bridge piers would remain 645 feet.

26. On November 29, 1967, the United States Coast Guard approved the location and the plans for the new bridge project as proposed in the bridge permit application referenced above dated June 29, 1967.

27. The Federal Highway Administration rejected the original design because it permitted only four lanes of traffic, suggesting the project be redesigned to handle six lanes of traffic.

28. The IDOT, in conjunction with the Missouri State Highway Commission, then began studies for a redesign which could accommodate six lanes of traffic.

29. On February 27, 1973, representatives from the IDOT and the Coast Guard met to discuss revisions in the application for a bridge permit to cover two bridges which would have the capacity to handle six lanes of traffic. The IDOT explained that a redesign requiring six lane capacity meant the existing bridge would have to be removed. The Coast Guard’s position under these circumstances was that an entirely new application should be made for a [1267]*1267bridge permit. Furthermore, the Coast Guard stated that private river transportation interests might have serious objections with a redesign which left the existing piers in place.

30. On March 16, 1973, Mr. Thorough-man, Chief of the Bridge Branch for the Second District Coast Guard, telephoned Mr. Thunman, design engineer for the IDOT. During this conversation, Mr. Thoroughman stated that navigational interests wanted substantially more horizontal clearance under the bridge if the existing structure was going to be removed. Mr. Thoroughman related that the river transportation industry did not object to the original design because it provided that the existing structure would remain in place. Mr. Thoroughman advised Mr. Thunman to give due consideration to the concerns of the navigational interests when redesigning the project.

31. On March 27, 1973, representatives of the IDOT, Coast Guard, Missouri State Highway Commission and two barge line companies met to discuss the requirements for river navigation under the Jefferson Barracks during the meeting. Based on discussions with representatives of the water transportation industry, the Coast Guard stated that in the interests of safety to navigation and to the bridge structure, greater horizontal navigational clearance seemed warranted. The IDOT agreed to study a design allowing 850 feet of horizontal navigational clearance similar to the 1-57 bridge constructed by the IDOT on the Mississippi River at Cairo, Illinois. The Missouri State Highway Commission agreed to study a design allowing 900 feet of horizontal clearance similar to the bridge the Commission constructed on the Mississippi River at Caruthersville, Missouri.

32. On April 5, 1973, the Missouri State Highway Commission recommended to the IDOT that the redesign not utilize the existing piers, but instead “construct two new structures with span lengths that would be acceptable to the Coast Guard which [the Commission believed should be] probably in the neighborhood of 800 feet to 850 feet

33. On August 2, 1973, a meeting was held at the Coast Guard office in St. Louis attended by, among others, Captain Beaver of the Valley Line Barge Company, Mr. Thoroughman of the Coast Guard and Mr. Thunman and Mr. Kowert of the IDOT. At that meeting, Mr. Kowert indicated that the IDOT would like to resolve the optimum location of the bridge piers to provide the proposed “850 feet sailing span.” Captain Beaver stated that barge traffic runs the bridge by radar. Mr.

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Bluebook (online)
541 F. Supp. 1264, 1983 A.M.C. 912, 1982 U.S. Dist. LEXIS 18259, Counsel Stack Legal Research, https://law.counselstack.com/opinion/fruin-colnon-corp-v-vogt-ilsd-1982.