Citizens for the Scenic Severn River Bridge, Inc. v. Skinner

802 F. Supp. 1325, 1991 U.S. Dist. LEXIS 20644, 1991 WL 355222
CourtDistrict Court, D. Maryland
DecidedDecember 4, 1991
DocketCiv. JH-91-2607, JH-91-2695
StatusPublished
Cited by22 cases

This text of 802 F. Supp. 1325 (Citizens for the Scenic Severn River Bridge, Inc. v. Skinner) is published on Counsel Stack Legal Research, covering District Court, D. Maryland primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Citizens for the Scenic Severn River Bridge, Inc. v. Skinner, 802 F. Supp. 1325, 1991 U.S. Dist. LEXIS 20644, 1991 WL 355222 (D. Md. 1991).

Opinion

MEMORANDUM OPINION

JOSEPH C. HOWARD, Senior District Judge.

In September, two cases seeking injunctions were filed to prevent the construction of a bridge across the Severn River in Anne Arundel County, Maryland. The cases were consolidated promptly, (Paper No. 4), and scheduled to permit the Defendants, Maryland and Federal officials, to prepare a joint motion for summary judgment. The motion has been filed and fully briefed. (Motion, Paper No. 13; Opposition, Paper No. 16; Reply, Paper No. 18). Also currently pending are the Plaintiffs’ Applications for a Preliminary Injunction. (Paper Nos. 1 and 21). A hearing was held oh the applications for preliminary injunction and motion for summary judgment on November 26, 1991, and the Court is now prepared to rule.

I. BACKGROUND

It became apparent to the Maryland State Highway Administration (“SHA”) in the early part of the 1980’s that the existing bridge on Route 450 that crosses the Severn River would need to be replaced or extensively repaired. The existing bridge was built in 1924 and despite efforts to *1330 keep it in operation, including emergency-repairs in the late 1970’s, it is very near the end of its life expectancy. (State Administrative Record (“SAR”) at 10).

The existing bridge is a two-lane drawbridge connecting Ritchie Highway with Annapolis. It provides only twelve feet of vertical clearance for boat traffic when its draw mechanism is down. Along both sides of the bridge are sidewalks that accommodate pedestrian and bicycle traffic. Its southern terminus is on the campus of the Naval Academy and very near the most historic area of the City of Annapolis. Adjacent to its northern end is a state park, Jonas Green State Park, that is framed on two sides by Route 450 and the river. As a result of the proximity of the bridge to these historically important areas and because of the environmental sensitivity of any major construction on the shores of a river, this project has been the subject of considerable public concern.

The planning process initiated by the State in the early 1980’s eventually resulted in a meeting between State and Naval Academy officials in November of 1982. (SAR at 10-12). In June of 1983, the first public hearing was held. The stated purpose of the hearing was to elicit public reaction to a range of possible solutions to the deteriorating condition of the bridge. (SAR at 31-56). At the hearing, strong sentiment was expressed in favor of a “high-level” 1 alternative despite the fact that the State had originally excluded this as an option. As a result of the public input, the “high-level” alternative was added to those being considered and the remaining low level options were narrowed to two. In October of 1983, the SHA presented conceptual plans for a cable-stayed high bridge to a meeting of the Annapolis City Council. 2 (Federal Administrative Record (“FAR”) at 15, 48). The plans were greeted favorably.

In the early spring of 1984, the SHA conducted meetings with local elected officials, historic preservation groups and community organizations. (SAR at 100-01, 116-17). At the first of these meetings a preference was expressed for a cable-stayed high bridge alternative. At the subsequent meeting, no clear preference emerged. On April 30, 1984, the Annapolis City Council endorsed a cable-stayed alternative by unanimously passing a resolution. (SAR at 121-23). On May 10,1984, a motion was passed endorsing a conventional high-level fixed span alternative at the conclusion of a meeting that included participation by a number of local, elected officials and Governor Hughes. (FAR at 49).

A second public hearing was held May 23, 1984. (FAR, Appendix B). At this meeting, a variety of preferences were expressed. While the Defendants contend that a conventional high-level bridge received the most support, the transcripts indicate that the cable-stayed design was the preferred option. 3

In October of 1983, the SHA requested that the Federal Highway Administration (“FHWA”) grant this project an exclusion from the requirement that a full environmental impact statement be prepared. (SAR at 70). The SHA requested the exclusion be granted only upon the express condition that it conduct a full Section 4(f) study 4 pursuant to the Transportation Act of 1966 to determine the impact of the proposed project on important surrounding *1331 areas. The FHWA approved the initial exclusion from the requirement to prepare an environmental impact statement and the plan for the Section 4(f) study on December 22, 1983. (SAR at 76). The Section 4(f) study was conducted and a draft report prepared for consideration by the FHWA. (FAR, Appendix A). Following extensive consultation and revision, the FHWA approved the Final Section 4(f) Statement on May 29, 1985. (FAR, Appendix C).

In 1991, the Final Section 4(f) Statement and the exclusion were once again reviewed. (FAR at 170-210) In the application provided for the FHWA's review, the State provided a detailed summary of the project and how it had evolved. Many of the correspondence demonstrating the approval of various State agencies were included in the presentation.

In 1987, at Governor Hughes' request, a design competition was created to select the final design of the bridge. (FAR, Appendix D at 2; SAR at 250). Prior to the beginning of the competition, concern~ was expressed by the Naval Academy that anything less than 75 feet of clearance would not guarantee access by some of their vessels. As a result, the height of the bridge was adjusted accordingly. (SAR at 253-54). The winner of the design competition was announced in March, 1990. (FAR at 100; SAR at 756-65). The results of the competition were placed on display in May, 1990. (FAR, Appendix D; SAR 627, 638-46). This was the first time the public had an opportunity to see the actual drawings of the proposal since the public meetings in 1983 and 1984. Since May, 1990, funding has been arranged and preliminary work has been done in anticipation of construction.

The hearing on the pending motions provided the Court an opportunity to investigate the basis upon which certain decisions were made. The Court asked counsel to explain, among other things, how certain conclusions found in the administrative record had been reached. The Court also called one witness to provide an explanation for the conclusion, found in the administrative record, that this project would not significantly affect the Naval Academy or Historic Annapolis. Based upon a review of the record, the information learned at the hearing, and the arguments of counsel, the Court will enter summary judgment.

The appropriate role of this Court in reviewing the decision to build the planned bridge under the National Environmental Policy Act of 1969, Section 4(f) of the Department of Transportation Act and the National Historic Preservation Act is to decide whether the determinations that were made by the Defendants were "arbitrary, capricious, an abuse of discretion, or otherwise not in accordance with the law." 5 U.S.C. § 706(2)(A); Citizens to Preserve Overton Park, Inc.

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Bluebook (online)
802 F. Supp. 1325, 1991 U.S. Dist. LEXIS 20644, 1991 WL 355222, Counsel Stack Legal Research, https://law.counselstack.com/opinion/citizens-for-the-scenic-severn-river-bridge-inc-v-skinner-mdd-1991.