Sauders v. South Carolina Public Service Authority

856 F. Supp. 1066, 1994 U.S. Dist. LEXIS 9201, 1994 WL 325424
CourtDistrict Court, D. South Carolina
DecidedJune 29, 1994
DocketCiv. A. 2:93-3077-18
StatusPublished
Cited by4 cases

This text of 856 F. Supp. 1066 (Sauders v. South Carolina Public Service Authority) is published on Counsel Stack Legal Research, covering District Court, D. South Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Sauders v. South Carolina Public Service Authority, 856 F. Supp. 1066, 1994 U.S. Dist. LEXIS 9201, 1994 WL 325424 (D.S.C. 1994).

Opinion

ORDER

NORTON, District Judge.

This matter is before the court upon the United States of America’s Motion to Dismiss the Third-Party Complaint pursuant to Fed.R.Civ.P. 12(b)(1) and 12(b)(6). 1 A hearing was held on this matter on April 25, 1994. 2

I. BACKGROUND

Plaintiffs initiated this action against San-tee Cooper in the Court of Common Pleas, Fifteenth Judicial Circuit of the State of South Carolina. Santee Cooper subsequently removed the action to Federal District Court. Once in this court, Santee Cooper filed a Third-Party Complaint against the United States seeking contribution and indemnification.

At the heart of this case is the Cooper River Rediversion Project (hereinafter “Re-diversion Project”) authorized by the River and Harbor Act of 1968. The precursor to the Rediversion Project was the original diversion, accomplished under a hydroelectric and navigation project known as the Santee Cooper Project. The Santee Cooper Project was constructed under a Federal Power Commission 3 license and commenced hydro-power operation in 1942. The Santee Cooper Project included construction of the following: Wilson’s Landing Dam and hydroplant on the Santee River, 4 which created Lake Marion as a reservoir; Pinopolis Dam and *1068 hydroplant on the Cooper River, 5 which created Lake Moultrie as a reservoir; and a diversion canal connecting Lake Marion to Lake Moultrie.

The net result of the Santee Cooper Project was to divert virtually all of the water from the Santee River, through Lake Marion and the diversion canal into Lake Moultrie, and then into the Cooper River, which flows into Charleston Harbor. Because the Pinopolis Dam was the principal hydropower facility (to take advantage of the combined Santee and Cooper River flows) and because of a restriction in Santee Cooper’s Federal Power Commission license, the Wilson’s Landing Dam and hydroplant typically discharged only 500 cubic feet per second (hereinafter “cfs”) continuous flow into the Santee River, plus any flood flows in excess of the storage capacities of Lakes Marion and Moultrie. Prior to 1942, the average flow of the Cooper River at Pinopolis was only 72 cfs; after 1942, the average flow increased to 15,000 cfs with a maximum possible flow of approximately 27,500 cfs.

As a result, beginning in 1942, a phenomenal increase occurred in the rate of shoaling in Charleston Harbor which magnified dredging requirements and costs and strained the capacity of spoil disposal areas. The Santee Cooper Project was determined to bear eighty-five (85%) percent of the responsibility for the shoaling within Charleston Harbor. The diversion of the Santee River into the Cooper resulted in an increased freshwater discharge, which in turn carried increased sediment loads, caused greater erosion of the Cooper River channel and caused the formation of currents which prevented bottom sediments from being washed out to sea.

The solution to this problem was the Rediversion Project. The Rediversion Project included a rediversion canal to connect Lake Moultrie to the Santee River with a new hydroplant constructed midway (at St. Stephen) on the canal. The discharge through the Pinopolis hydroplant would be limited to an average of 3,000 cfs, reducing the flow of fresh water along with the attendant erosion and sedimentation into Charleston Harbor through the Cooper River. The reduced flow would also eliminate density currents trapping sediments in the harbor. Santee Cooper would be entitled to the power produced from the St. Stephen Hydroplant. The Secretary of the Army was authorized by Congress to negotiate with Santee Cooper to establish the details concerning the limitation of releases from Pinopolis to the Cooper River.

The negotiation between the Secretary and Santee Cooper resulted in Contract DACW60-77-C-0005 and Supplemental Agreements One through Four between the United States Department of the Army and Santee Cooper (hereinafter “Rediversion Contract”). Under section 1 of the Rediversion Contract, the government agreed to construct the Rediversion Project. Rediversion Contract, §§ 1.1, 1.7 and 1.12. The government also agreed to operate and maintain the Rediversion Project, Id. at § 1.2, for a fifty (50) year period, at which time title would pass to Santee Cooper, Id. at § 1.3. Santee Cooper’s operation of the Rediversion Project is confined to maintaining and operating the cooling water system, Id. at § 2.9, and controlling the activation of St. Stephen by remote control, Id. at § 2.11. 6

The central purpose of the Rediversion Contract is to limit releases into the Cooper River. Section 2.1 of the Rediversion Contract limits the release of water at Pinopolis (a/k/a Jefferies) to an average daily flow of 3,000 cfs with greater flows contingent upon a determination by the government that they are in the public interest. Id. at § 2.1; see also, § 1.4. Section 12 of the Rediversion Contract, entitled “Interference,” provides, in part:

It is further understood that, in order to realize the benefits to be derived from the [Rediversion] Project, flows from Jefferies [Pinopolis] must be permanently reduced in accordance with Section 2.

*1069 Id. at § 12. By Letter of Agreement in December of 1985, the average discharge through Jefferies/Pinopolis and into the Cooper River was increased to 4,500 cfs. Santee Cooper and Corps of Engineers Cooper River Rediversion Project Letter of Agreement, p. 1 (para. A).

Plaintiffs, a group of landowners whose property is situated in the Santee River Basin below the Tailrace Canal of the Rediversion Project, allege claims of negligence, trespass and inverse condemnation against Santee Cooper. The Complaint alleges that Santee Cooper has the sole authority to determine the volume and rate of releases through the rediversion canal, Complaint, para. 15 & 18, and also that Santee Cooper has the sole authority to determine the volume and rate of release through the Jefferies (Pinopolis) facility. Id. at para. 15. The Complaint further contends that because of the restriction of releases through Jefferies (Pinopolis) into the Cooper River, excessive flows have been released into the Santee River far exceeding its banks, causing flood events in 1987, 1990, 1991, 1992 and 1993. Id. at para. 21-23. Finally, the Complaint contends that the flooding has drastically reduced the value of forest and agricultural resources, damaged wildlife habitat, and impaired adjacent hunting and fishing rights, generally rendering the property useless. Id. at para. 25.

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Bluebook (online)
856 F. Supp. 1066, 1994 U.S. Dist. LEXIS 9201, 1994 WL 325424, Counsel Stack Legal Research, https://law.counselstack.com/opinion/sauders-v-south-carolina-public-service-authority-scd-1994.