Falls Road Impact Committee Inc. v. Dole

581 F. Supp. 678, 20 ERC 1960, 14 Envtl. L. Rep. (Envtl. Law Inst.) 20538, 20 ERC (BNA) 1960, 1984 U.S. Dist. LEXIS 18660
CourtDistrict Court, E.D. Wisconsin
DecidedMarch 14, 1984
Docket83-C-529
StatusPublished
Cited by11 cases

This text of 581 F. Supp. 678 (Falls Road Impact Committee Inc. v. Dole) is published on Counsel Stack Legal Research, covering District Court, E.D. Wisconsin primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Falls Road Impact Committee Inc. v. Dole, 581 F. Supp. 678, 20 ERC 1960, 14 Envtl. L. Rep. (Envtl. Law Inst.) 20538, 20 ERC (BNA) 1960, 1984 U.S. Dist. LEXIS 18660 (E.D. Wis. 1984).

Opinion

DECISION AND ORDER

WARREN, District Judge.

This is a suit for injunctive relief which arises out of the proposed construction of the Falls Road bridge and traffic corridor in Grafton, Wisconsin. The plaintiff is a non-profit corporation and consists of 51 members who are residents of the area. The defendants are Elizabeth M. Dole, Secretary of the United States Department of Transportation (“U.S. DOT”); Ray A. Barnhart, Administrator for the Federal Highway Administration (“FHWA”); Frank B. Mayer, Region 5 Administrator for the FHWA; Lowell Jackson, Secretary of the Wisconsin Department of Transportation (“Wis. DOT”); and the Village of Grafton. The plaintiff alleges that the defendants have violated federal law in four ways and that construction of the project should be enjoined until there is compliance with the applicable federal law. Specifically, the plaintiff claims that the defendants have violated: (1) 23 U.S.C. § 138 and 49 U.S.C. § 1653(f), hereinafter referred to as the “Parklands Statute” or “section 4(f),” by failing to make findings under the statute; (2) the National Environmental Protection Act (“NEPA”), 42 U.S.C. § 4332(2)(C), by failing to prepare an environmental impact statement for the proposed project; (3) the Federal-Aid Highways Act, 23 U.S.C. § 101 et seq., and NEPA, and the regulations promulgated thereunder, by failing to consider all available alternatives and impacts of the project; and (4) the hearing requirements of the Federal-Aid Highway Act.

The trial of this action commenced on July 18, 1983,- and consumed five full days of the court’s calendar. During the trial, 27 witnesses were called to testify, the depositions of several others were read into the record and approximately 100 exhibits *681 were received in evidence. Following the trial, the transcript of the trial was prepared and the parties submitted lengthy proposed findings of fact and conclusions of law as well as post-trial briefs. The Court having considered the evidence and the submissions of the parties, now renders its decision. Pursuant to Rule 52(a), Federal Rules of Civil Procedure, this shall constitute the Court’s Findings of Fact and Conclusions of Law.

I. DESCRIPTION OF THE PROJECT

The proposed project involves construction of a new bridge across the Milwaukee River at Falls Road and a connecting corridor in the Village of Grafton. The project as proposed consists of: a new traffic corridor from Highway 57 on the west through a wooded area, sometimes referred to as Scout Park, 1 east to a “Y” intersection with South Green Bay Road which extends south to the entrance of Lime Kiln Park and north to Falls Street; reconstruction of a part of South Green Bay Road; construction of a single span steel girder bridge with a width of thirty-five feet (35') and a length of two hundred feet (200') across the Milwaukee River from South Green Bay Road just north of Vienna Court on the west to Falls Road on the east side of the river; and reconstruction of Falls Road from the river east to 16th Avenue. The total anticipated cost for the project will be in the excess of $1,610,000, of which $1,207,500 will be federally funded under the Federal Aid-Highways Act.

The Village of Grafton is a rapidly growing community located near the Milwaukee metropolitan area. No residences nor businesses will need to be acquired by the Village in order to construct the project. Approximately one acre of land for right of way will need to be acquired. Existing land use west of the Milwaukee River is primarily undeveloped lands with business and commercial development in the vicinity of the west project limits and residential development along South Green Bay Road in the vicinity of the proposed bridge. Existing land use east of the river near the proposed bridge is primarily residential development. In the area where the bridge will cross the river, the setting is still largely natural and aesthetic values are high.

East-west traffic in the Village of Grafton is presently served by two existing bridges over the Milwaukee River, located on Washington Street (STH 57) and Bridge Street. Washington Street in Grafton serves as a primary artery for the Village and is fed by other arteries including STH 60, STH 57, CTH O and CTH Q. The Washington Street bridge serves as the primary crossing, has no weight restrictions, handled approximately 13,800 vehicles per day in 1980 and is approximately 60 years old. The Bridge Street bridge is a one-lane bridge with capacity restricted to three tons, which handled approximately 1,710 vehicles per day in 1980. It is approximately 90 years old and has undergone extensive repairs and reconstruction in the past. The closest river crossing to the south of Grafton is approximately two miles south of the Washington Street Bridge on CTH T. To the north, the closest Milwaukee River crossing is in the Village of Saukville on STH 33, approximately four miles north of the Washington Street Bridge.

The proposed Falls Road bridge and corridor will serve as an alternative east-west route for pedestrian and vehicular traffic in the Village of Grafton. The new bridge and corridor will ease traffic congestion on the two existing river crossings while providing better east-west access for local and emergency traffic. The proposed corridor will serve to improve the means of transportation for emergency and public services such as ambulance, fire protection, police protection and school busing. The proposed project will help the business community in the area by providing improved ac *682 cess to principal highways for business related traffic. After the new corridor is constructed, it is also expected that it will become an important transportation route for commercial and industrial employee and customer access, and products distribution.

II. HISTORY OF THE PROJECT

Since 1961, the Village of Grafton has considered the necessity for and alternative locations for a third bridge which would cross the Milwaukee River in Grafton.

Between 1965 and 1973, the Village prepared four reports addressing the need for an additional bridge and considering possible locations for such a bridge. First, in 1965, the Village prepared a Master Plan; this Master Plan evaluated three alternative locations for the bridge (one of which was the Falls Road site). The Master Plan recommended that all three sites should be considered for future crossings. Second, in 1967, the Village commissioned an engineering study which concluded that it would be feasible to construct a third bridge at Falls Road. Third, in 1971, the Village authorized a feasibility study for a Cedar Street bridge as an alternative to a Falls Road bridge.

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581 F. Supp. 678, 20 ERC 1960, 14 Envtl. L. Rep. (Envtl. Law Inst.) 20538, 20 ERC (BNA) 1960, 1984 U.S. Dist. LEXIS 18660, Counsel Stack Legal Research, https://law.counselstack.com/opinion/falls-road-impact-committee-inc-v-dole-wied-1984.