National Wildlife Federation v. Westphal

116 F. Supp. 2d 49, 2000 U.S. Dist. LEXIS 18982, 2000 WL 1455737
CourtDistrict Court, District of Columbia
DecidedJune 27, 2000
DocketCiv.A. 98-2700(EGS)
StatusPublished
Cited by1 cases

This text of 116 F. Supp. 2d 49 (National Wildlife Federation v. Westphal) is published on Counsel Stack Legal Research, covering District Court, District of Columbia primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
National Wildlife Federation v. Westphal, 116 F. Supp. 2d 49, 2000 U.S. Dist. LEXIS 18982, 2000 WL 1455737 (D.D.C. 2000).

Opinion

MEMORANDUM OPINION AND ORDER

SULLIVAN, District Judge.

The National Wildlife Federation and individual plaintiffs challenge the decision of the Army Corps of Engineers (“Corps”) approving the Big Sunflower River Maintenance Project (“the project”) in northwestern Mississippi. In Count I, plaintiffs allege that the Corps’ decision violates the Water Resources Development Acts (“WRDA)” of 1986 and 1996, 33 U.S.C. § 2201 et seq. because the Corps has failed to require that the Levee Districts, as the local sponsors of the project, share in the cost of the project as required under WRDA. As part of this claim, plaintiffs also allege that the Corps lacks congressional authorization for the project. Count II was dismissed by the plaintiffs with prejudice. In Count III, plaintiffs allege that the Corps violated the National Environmental Policy Act (“NEPA”), 42 U.S.C. § 4321 et seq. and 40 CFR § 1502.2(d) by failing to include in the Supplemental Environmental Impact Statement (SEIS) any analysis or mention of how the project will or will not achieve the requirements of WRDA. In Count IV, plaintiffs allege that the Corps violated NEPA by failing to analyze non-structural alternatives such as flowage easements in the final SEIS.

For the following reasons, plaintiffs’ motion for summary judgment is DENIED *51 and defendants’ motion for summary judgment is GRANTED.

I. Background

The Big Sunflower River Project was originally authorized by the Flood Control Act of 1944. See Pub.L. No. 78-534, 58 Stat 895 (hereinafter Flood Control Act of 1944). The Secretary of the Army, through the Corps, has the primary authority for construction and maintenance of federal flood control and navigation projects in the Mississippi River Basin. See 33 U.S.C. § 702, et seq.

The original project was designed to reduce headwater flooding in the Big Sunflower River Basin by improving main streams so as to provide better outlets for the drainage systems. See Flood Control Act of 1944, at ¶ 46. This goal has been accomplished by providing a specified channel capacity in accordance with the Cypress Creek formula. See id., at ¶ 31, Appendix, at ¶ 3; see also AdmirnR., Tab 2, at M-3 - M-4; Tab 5, at 5; Tab 6, at 7. Congress anticipated that maintenance would be necessary to maintain the specified channel capacity. See Flood Control Act of 1944, at ¶ 66 (recommending that local interests maintain the improvements after completion). To achieve this level of flood protection, the Flood Control Act of 1944 authorized “83 miles of snagging, 115 miles of clearing and snagging, and 14 miles of channel enlargement.” Id. at ¶ 50. The project was subsequently extended by the Flood Control Acts of 1946 and 1950, which authorized improving drainage on 666.6 miles of streams and shortening streams by 20.7 miles through cut-offs and realignments. See Admin.R., Tab 5, at a.

The original authorization recommended that local interests maintain the improvements after construction. See Flood Control Act of 1944, at ¶ 66. The Flood Control Act of 1950, however, modified the maintenance responsibilities of local interests. See Pub.L. No. 81-516, codified at 33 U.S.C. § 702(c); Flood Control Act of 1928, page 2, § 3. The Corps has consistently interpreted this Act to require the local sponsors to be responsible for minor maintenance and for the Corps to be responsible for major maintenance of the project. See Admin.R., Tab 9, Digest of Water Resources Policies and Authorities, EP 1165-2-1, § 10-2c (June 30, 1983). Confirming this understanding, Congress has consistently appropriated Corps-requested funding for maintenance of the project. See Defs.’ Ex. in Supp. of its Reply Mem. of P. & A. in Supp. of its Cross-Mot. for Summ.J. & in Opp’n to Pis.’ Mot. for Summ.J., Exhibit A (collecting reports and appropriations from 1985-2000). 1 As a result, although construction on the project was completed in the 1960’s, the project has never been turned over to a local sponsor. Rather, the Corps has continuing authority to maintain the project according to the specified level of flood protection.

Between 1989 and 1991, the Big Sunflower River Basin experienced extensive flooding. In 1989, approximately 450,000 acres flooded. In 1990, approximately 425,000 acres flooded. In 1991, approximately 700,000 acres flooded. As a result of the flooding in 1989-91, local land owners and flood control organizations raised concerns that the existing project was no longer functioning as intended, and requested that the Corps investigate the situation. Surveys and engineering data indicated that the lower reaches of streams in the project area had experienced significant loss of design capacity due to the growth of vegetation and sediment accumulation. In particular, the current capacity was estimated to be one to three feet above the 1962 design flow line, resulting in 185,000 acres losing the con-gressionally-prescribed level of flood protection. To restore the project to the specified level of flood protection, the Corps proposed the channel maintenance project at issue here.

*52 In compliance with NEPA, the Corps issued the draft SEIS in March 1996 analyzing the project, and issued the final project report and SEIS on the project in June 1996. In" the final project report, the Corps proposed performing “channel maintenance ..: on approximately 133.1 miles of streams. This includes the removal of approximately 8.42 million cubic yards (MCYs) of material along 104.8 miles of channel and clearing and snagging on 28.3 miles of channel.” Admin.R., Tab 15, at i. The Corps estimated the fully funded cost of the project to be $62,485,-000. See id. On March 31, 1997, the Corps issued the Record of Decision (“ROD”) on the project. See Admin.R., Tab 18. The ROD provides that the Corps will perform 104.8 miles of channel clean out 2 and 28.3 miles of channel clearing in the lower portion of the Sunflower Basin to restore the authorized design carrying capacity. See id. The project is designed to protect against floods with a two- to three-year frequency by reducing flood heights by two to three feet. See Admin.R., Tab 15, at 9. The project life for the proposed maintenance project is 25 years. Thereafter, flood conditions are predicted to return to pre-maintenance levels due to channel aggradation.

Among the alternatives the Corps initially considered was a non-structural option — the purchase of flowage easements.

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Related

Environmental Defense v. U.S. Army Corps of Engineers
515 F. Supp. 2d 69 (District of Columbia, 2007)

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Bluebook (online)
116 F. Supp. 2d 49, 2000 U.S. Dist. LEXIS 18982, 2000 WL 1455737, Counsel Stack Legal Research, https://law.counselstack.com/opinion/national-wildlife-federation-v-westphal-dcd-2000.