Conservation Council of North Carolina v. Froehlke

435 F. Supp. 775, 7 Envtl. L. Rep. (Envtl. Law Inst.) 20807, 10 ERC (BNA) 1450, 1977 U.S. Dist. LEXIS 14764
CourtDistrict Court, M.D. North Carolina
DecidedJuly 28, 1977
Docket1:08-m-00003
StatusPublished
Cited by11 cases

This text of 435 F. Supp. 775 (Conservation Council of North Carolina v. Froehlke) is published on Counsel Stack Legal Research, covering District Court, M.D. North Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Conservation Council of North Carolina v. Froehlke, 435 F. Supp. 775, 7 Envtl. L. Rep. (Envtl. Law Inst.) 20807, 10 ERC (BNA) 1450, 1977 U.S. Dist. LEXIS 14764 (M.D.N.C. 1977).

Opinion

FINDINGS OF FACT, CONCLUSIONS OF LAW AND OPINION

GORDON, Chief Judge.

This case represents a continuation of a relatively new and growing subject of federal court litigation relating to the effect of man’s projects upon his environment. More specifically, this matter is before the Court for review of the Army Corps of Engineer’s decision to proceed with the impoundment of the B. Everett Jordan Lake. For the reasons which follow, the Court sustains the Corps’ decision to impound the B. Everett Jordan Dam.

I. PROJECT

The B. Everett Jordan Dam Project lies near the central eastern edge of the North Carolina Piedmont Plateau. The proposed reservoir is to be located at the confluence of the Haw and New Hope Rivers approximately twenty miles south of Chapel Hill, North Carolina, and just northeast of the town of Haywood, North Carolina. The project area includes portions of four central North Carolina counties — Chatham, Durham, Orange, and Wake.

On December 30, 1963, Congress enacted Public Law 88-253 authorizing funds for a multipurpose dam for flopd control, water supply, water quality control, general recreation, and fish and wildlife enhancement. Ground-breaking for the actual construction of the dam occurred on December 7, 1970.

The project consists of a 112 foot high, 1,300 foot long earth-fill dam. The proposed impoundment will have a flood-control storage capacity of 183,012 acre-feet with a maximum pool depth at the top of the conservation pool of 58 feet. A multilevel intake tower is located at the upstream face of the dam to control the quality of low flow releases.

The impounded water will cover a surface area of 14,300 acres and will come from two primary sources, the Haw River and the New Hope River. The Haw River is a swiftly moving river with a narrow valley and a steep stream gradient. The New Hope River, the largest tributary of the Haw River, is a slow-moving river with a comparatively wide flood plain and a gentle stream gradient. The New Hope joins the Haw three-tenths of a mile above the dam site. Due to the difference in stream gradients, ninety per cent of the impoundment will be in the New Hope basin, but the water supply will be primarily from the more swiftly flowing Haw River. If filled, the 14,300 acre lake will have a unique circulation pattern which is attributable to the fact that eighty per cent of the average annual flow will come from the Haw River while more than eighty-five per cent of the volume of the lake will be on the New Hope. Consequently, during periods of high flow following heavy rains, water from the Haw River will flow to the New Hope arm of the lake.

The project area includes a total of approximately 47,000 acres of land. As previously stated, some 14,300 acres of that total will comprise the actual lake region created by the impoundment of the B. Everett Jordan Dam. At present, approximately 31,-000 acres of the 47,000 acres included in the project area are under lease to the North *779 Carolina Wildlife Resources Commission for use in the state’s game land program pending the ultimate determination of this litigation. After the lake is created, approximately 33,000 acres of the project will remain above water for non-water recreational and conservation uses.

Due to the presence of certain man-made structures in and around the lake, the quality of the water in the lake will be different from one location to the next. Consequently, the lake has been divided into four segments. The first division is between the inundated areas on the Haw River and the New Hope River; that is, Segment I will consist of the area covered by the Haw and New Hope Rivers from the dam to the constriction. The two rivers feeding the reservoir will create two arms within the lake. In addition, two major road crossings on the New Hope arm; namely, Highways 64 and 1008, were constructed with very small openings relative to the length of the crossings. These barriers will restrict the mixing and flow of water in the New Hope arm of the reservoir, thus creating three additional segments within the lake. Segment II encompasses the lake region of the New Hope from the constriction to Highway 64. Segment III lies between Highway 64 and Highway 1008 on the New Hope. Segment IV consists of the remaining inundated region on the New Hope above Highway 1008. Segment II will cover the largest area of land, followed in size by Segments III, IV, and I respectively.

The lake that will be created by the impoundment of the B. Everett Jordan Dam will provide the surrounding area, both above and below the dam site, with the benefits of flood control, water quality control, water supply, fish and wildlife conservation and recreation. Additionally, the remaining approximately 33,000 acres of land in the project will support extensive non-water recreation and wildlife and plant conservation.

II. HISTORY OF CASE

On August 10, 1971, the Conservation Council of North Carolina (CCNC) brought suit seeking injunctive and declaratory relief against the construction of the New Hope Dam by the United States of America acting through the Army Corps of Engineers. The plaintiff alleged that the dam project did not comply with the requirements of the National Environmental Policy Act of 1969 (NEPA) and requested that the defendants be enjoined from proceeding further with the project. After a hearing on the plaintiff’s motion for preliminary relief, the Court denied the motion. This denial of the motion for a preliminary injunction was affirmed by the Fourth Circuit Court of Appeals.

Subsequent to the filing of this action, numerous parties moved for permission to intervene in the action. Among those seeking intervention were the upstream cities of Durham and Chapel Hill, and the downstream city of Fayetteville. The Court allowed the intervention of these and other parties to this action so that their claims might be presented and the matter decided with the benefit of all the information these parties desired to present. Presently, there are motions pending to dismiss Durham and Chapel Hill from this action.

Shortly after the Court’s denial of the plaintiff’s request for preliminary relief, cross-motions for summary judgment were presented to the Court. The Court granted the defendant’s motion and dismissed the case. On appeal, the Fourth Circuit found the basic issue to be “whether the District Court had an obligation to review the merits of a substantive agency decision . or whether the Court discharges its proper function by merely determining that the agency has acted in a procedurally correct manner; i. e., on the basis of a reasonably sufficient ‘impact’ statement.” CCNC v. Froehlke, 473 F.2d 664 (4th Cir. 1973). The Court of Appeals concluded that the District Court must engage in a substantial inquiry to determine whether there had been a “clear error of judgment.” Accordingly, the case was remanded to this Court with directions to consider the merits and review the substantive findings of the agency.

*780 A Pre-trial Order was formulated by the parties to delineate the scope of the trial.

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435 F. Supp. 775, 7 Envtl. L. Rep. (Envtl. Law Inst.) 20807, 10 ERC (BNA) 1450, 1977 U.S. Dist. LEXIS 14764, Counsel Stack Legal Research, https://law.counselstack.com/opinion/conservation-council-of-north-carolina-v-froehlke-ncmd-1977.