National Audubon Society v. US Army Corps of Engineers

991 F.3d 577
CourtCourt of Appeals for the Fourth Circuit
DecidedMarch 26, 2021
Docket19-2151
StatusPublished
Cited by6 cases

This text of 991 F.3d 577 (National Audubon Society v. US Army Corps of Engineers) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fourth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
National Audubon Society v. US Army Corps of Engineers, 991 F.3d 577 (4th Cir. 2021).

Opinion

PUBLISHED

UNITED STATES COURT OF APPEALS FOR THE FOURTH CIRCUIT

No. 19-2151

NATIONAL AUDUBON SOCIETY,

Plaintiff - Appellant,

v.

UNITED STATES ARMY CORPS OF ENGINEERS; COLONEL ROBERT J. CLARK, in his official capacity as District Commander of the Wilmington District; THE TOWN OF OCEAN ISLE BEACH,

Defendants - Appellees.

Appeal from the United States District Court for the Eastern District of North Carolina, at Wilmington. Louise W. Flanagan, District Judge. (7:17-cv-00162-FL)

Argued: December 8, 2020 Decided: March 26, 2021

Before GREGORY, Chief Judge, and NIEMEYER, and RICHARDSON, Circuit Judges.

Affirmed by published opinion. Judge Niemeyer wrote the opinion, in which Chief Judge Gregory and Judge Richardson joined.

ARGUED: Leslie Griffith, SOUTHERN ENVIRONMENTAL LAW CENTER, Chapel Hill, North Carolina, for Appellant. Eric Allen Grant, UNITED STATES DEPARTMENT OF JUSTICE, Washington, D.C.; Todd S. Roessler, KILPATRICK TOWNSEND & STOCKTON LLP, Raleigh, North Carolina, for Appellees. ON BRIEF: Geoffrey Gisler, Kimberley Hunter, SOUTHERN ENVIRONMENTAL LAW CENTER, Chapel Hill, North Carolina, for Appellant. Jeffrey Bossert Clark, Assistant Attorney General, Martin F. McDermott, Claudia Antonacci Hadjigeorgiou, Andrew Coghlan, Sommer H. Engels, Environment and Natural Resources Division, UNITED STATES DEPARTMENT OF JUSTICE, Washington, D.C.; Carl E. Pruitt Jr., Melanie L. Casner, UNITED STATES ARMY CORPS OF ENGINEERS, Washington, D.C., for Appellee United States Army Corps of Engineers. Joseph S. Dowdy, Phillip A. Harris, Jr., KILPATRICK TOWNSEND & STOCKTON LLP, Raleigh, North Carolina, for Appellee Town of Ocean Isle Beach.

2 NIEMEYER, Circuit Judge:

The U.S. Army Corps of Engineers granted the Town of Ocean Isle Beach, North

Carolina, a permit to construct on its shoreline a “terminal groin” — a jetty extending

seaward perpendicular to the shoreline — to arrest chronic erosion of its beaches. The

Corps supported its action with the issuance of an Environmental Impact Statement and a

Record of Decision.

The National Audubon Society, an organization dedicated to conserving habitat for

wildlife, commenced this action in the district court, challenging the issuance of the permit

on the ground that numerous analyses conducted by the Corps in both its Environmental

Impact Statement and its Record of Decision were inconsistent with the National

Environmental Policy Act and the Clean Water Act. On cross-motions for summary

judgment, the district court rejected the Audubon Society’s challenges and entered

judgment for the Corps.

Reviewing the Corps’s action under the most deferential standard provided by the

Administrative Procedure Act (“APA”), we conclude that the Corps adequately examined

the relevant facts and data and provided explanations that rationally connected those facts

and data with the choices that it made. Therefore, we affirm.

I

Ocean Isle Beach is a barrier island located in Brunswick County, North Carolina,

that is 5.6 miles long and 0.6 miles wide and is oriented in an east-west direction parallel

to the coastline. The island faces the Atlantic Ocean to the south and the Atlantic

3 Intracoastal Waterway to the north, and it is bounded on the east by Shallotte Inlet and on

the west by Tubbs Inlet.

Over the years, Ocean Isle Beach has suffered chronic erosion, despite the Town’s

continuing efforts at beach renourishment by dumping dredged sand onto the beach and

strategically placing protective sandbags. There are 238 parcels of land at the east end of

the island that are at the greatest risk of loss by erosion, including 45 homes. To date, 5

homes have been lost, as have some 560 feet of streets and related utility lines. Currently,

renourishment is conducted on behalf of the Town under a federal program that dumps an

average of roughly 400,000 cubic yards of sand on its beaches every three years.

After retaining an engineering firm, the Town applied to the U.S. Army Corps of

Engineers in May 2012 for a permit under the Clean Water Act to construct a terminal

groin at the east end of the island. The proposed groin would be 1,050 feet long with 300

feet landside to anchor it and 750 feet extending seaward from the shoreline. The

expectation was that the groin would trap sand on its west side, thus replenishing the beach

there, and would also “leak” some sand and water to the east side. The proposal submitted

to the Corps also included a plan to dredge the Shallotte Inlet every five years and place

the dredged sand on the west side of the groin to maintain a permanent sand fillet there.

In addition to considering the Town’s proposal for the terminal groin project, the

Corps evaluated four alternatives:

• Alternative 1 was a “no action” plan that functioned as the baseline for analysis. In this scenario, the United States would continue its efforts of dredging Shallotte Inlet to nourish the island’s beaches roughly every three years, as it had since 2001. This scenario also forecast that the Town would

4 continue to use sandbags to slow erosion and that homes might need to be relocated to safer parts of the island as erosion continued.

• Alternative 2 was the “abandon/retreat” plan, under which the federal nourishment program would continue but the use of sandbag barricades would end. Other emergency actions to slow erosion would, however, be taken as needed.

• Alternative 3 was the “beach fill only” plan that would provide nourishment of additional sand dredged from the Shallotte Inlet beyond the quantities provided under the federal nourishment program.

• Alternative 4 combined Alternative 3’s increased beach nourishment with targeted dredging to realign the channel in the Shallotte Inlet. Over time, repeated dredging in the “borrow area” of the Shallotte Inlet would permanently realign the channel to reduce erosion of the island.

The Town’s proposed construction of the terminal groin, as described, was denominated

Alternative 5.

The Corps evaluated the Town’s proposal and the alternatives under the National

Environmental Policy Act (“NEPA”), 42 U.S.C. § 4321 et seq., and the Clean Water Act

(“CWA”), 33 U.S.C. § 1344, to determine each alternative’s effectiveness, environmental

impacts, and costs. After a comprehensive, years-long study, involving input from

numerous agencies and comments from the public, the Corps issued a final Environmental

Impact Statement dated April 15, 2016, in which it evaluated the environmental and

economic costs of each alternative. It relied mainly on the output of the “Delft3D model,”

adjusting some of the results to align with historically observed rates of erosion. The

Delft3D model is a sophisticated simulation tool capable of taking into account water and

sediment flows in the context of water level, tides, currents, waves, and wind. The Corps

5 also considered the costs and environmental effects of dredging sand from Shallotte Inlet,

nourishing the beach, and building permanent structures like the groin.

Some nine months after it published its Environmental Impact Statement — on

February 27, 2017 — the Corps issued its Record of Decision, concluding that Alternative

5 (construction of the terminal groin) was the “least environmentally damaging practicable

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Bluebook (online)
991 F.3d 577, Counsel Stack Legal Research, https://law.counselstack.com/opinion/national-audubon-society-v-us-army-corps-of-engineers-ca4-2021.