In Re: Katrina Canal Breaches

Procedural entryThis page is a short order in In Re: Katrina Canal Breaches. Read the opinion of the Court — 696 F.3d 436
Court of Appeals for the Fifth Circuit·Decided September 25, 2012·No. 10-31054·Published

Opinion

IN THE UNITED STATES COURT OF APPEALS FOR THE FIFTH CIRCUIT United States Court of Appeals Fifth Circuit

FILED September 24, 2012 No. 10-30249 Lyle W. Cayce Clerk

IN RE: KATRINA CANAL BREACHES LITIGATION.

********************

NORMAN ROBINSON; KENT LATTIMORE; LATTIMORE & ASSOCIATES; TANYA SMITH,

Plaintiffs-Appellees- Cross-Appellants,

versus

UNITED STATES OF AMERICA,

Defendant-Appellant- Cross-Appellee.

MONICA ROBINSON,

Plaintiff-Appellee- Cross-Appellant,

******************** Consolidated with No. 10-31054

Consolidated with No. 11-30808

----------------------------------------------

UNITED STATES OF AMERICA, on Behalf of United States Army Corps of Engineers,

Petitioner.

Appeals from the United States District Court for the Eastern District of Louisiana

Before SMITH, PRADO, and ELROD, Circuit Judges. JERRY E. SMITH, Circuit Judge:

Treating the petition for rehearing en banc as a petition for panel rehear- ing, the petition for panel rehearing is GRANTED. We withdraw our opinion, In re Katrina Canal Breaches Litig., 673 F.3d 381 (5th Cir. 2012), and substitute the following:

2 Nos. 10-30249, 10-31054, 11-30808

Decades ago, the Army Corps of Engineers (the “Corps”) dredged the Mis- sissippi River Gulf Outlet (“MRGO”), a shipping channel between New Orleans and the Gulf of Mexico, and levees alongside the channel and around the city. When Hurricane Katrina struck in 2005, MRGO’s size and configuration greatly aggravated the storm’s effects on the city and its environs. Claimants alleging damage from Katrina filed hundreds of lawsuits, many of which were consolidated before the district judge a quo. That court worked with plaintiffs’ litigation committees to identify several categories of plaintiffs and individual “bellwether” plaintiffs. This opinion concerns three groups of bellwether plaintiffs, all suing the United States for flood damages. One group of seven plaintiffs went to trial; three prevailed on all claims, and four did not. Another group was dismissed before trial when the government was found immune. The third has survived motions to dismiss and is proceeding to trial. All losing parties have appealed; the government has also petitioned for a writ of mandamus to stay the third group’s trial pending issuance of this opin- ion. We REVERSE each judgment for the plaintiffs, AFFIRM each judgment for the government, and DENY the petition as moot.

I. Background. In 1943, Congress requested a report from the Chief of Engineers, Secre- tary of the Army, investigating ways to make the Port of New Orleans more accessible for maritime and military use. That request led to the authorization of MRGO in 1956. The channel was built to its full dimensions by 1968 and afforded a shorter shipping route between the Gulf of Mexico and New Orleans. As the district court noted, the channel, as originally designed, “was to be 36 feet deep and 500 feet wide, increasing at the Gulf of Mexico to 38 feet deep and 600

3 Nos. 10-30249, 10-31054, 11-30808

feet wide.” In re Katrina Canal Breaches Consol. Litig., 647 F. Supp. 2d 644, 717 (E.D. La. 2009). MRGO was cut through virgin coastal wetlands at a depth that exposed strata of so-called “fat clay,” a form of soil soft enough that it will move if made to bear a load. The channel’s original designers considered and rejected armoring its banks with foreshore protection, leaving them vulnerable to erosion. During the design and construction of MRGO, the Corps also implemented the Lake Pontchartrain and Vicinity Hurricane Protection Plan (“LPV”). Pur- suant to that plan, the Corps constructed, inter alia, the New Orleans East Unit, levees protecting New Orleans East; the Chalmette Area Unit, levees protecting the Ninth Ward and St. Bernard Parish; and higher floodwalls in the outfall canals at 17th Street, Orleans Avenue, and London Avenue. Separately from MRGO, between 1967 and 1985 the Corps also “lifted” and enlarged portions of the levee paralleling Reach 2 of the channel. Reach 2 of MRGO runs southeasterly from a point near Michoud in east- ern New Orleans along the south shore of Lake Borgne and through the marshes to and across Chandeleur Sound to the Gulf of Mexico. Its south shore parallels the Reach 2 levee (later breached during Katrina, resulting in massive flooding). Foreshore protection was authorized for that shore in 1967 and costs charged to the MRGO project in 1968. From 1968 until 1980, it is not evident why the pro- tection was not implemented. In March 1980, the Corps scrapped its original design for further study, which it continued for the next two years. In 1982, it began testing foreshore protection along the south shore; the study was com- pleted in early 1983. A contract was awarded in 1985, and the foreshore protec- tion was finished in 1986. For the north shore of Reach 2—that shore which abuts Lake Borgne and its wetlands—the district court found that, by the early 1970s, erosion of the channel had threatened the wetlands, in particular the land bridge that pre-

4 Nos. 10-30249, 10-31054, 11-30808

vented Lake Borgne from flowing directly into the MRGO. In the early 1980s, the Corps was directed to study the feasibility of protection along the north shore. In 1984 and 1988, the Corps reported studies recognizing that erosion from wave wash had widened the channel and that the north shore was close to being breached, thereby exposing development and inhabitants to the southwest to hurricanes from Lake Borgne. The Corps outlined two erosion-control plans in the 1984 report. The 1988 report concluded that the bank-erosion problem threatened to increase dredging costs sixfold, a problem Corps engineers with the New Orleans Division attempted to address via a supplement to MRGO’s Design Memorandum, which would encompass further studies and bypass any requirements for local cost- sharing. That attempt was rejected by the Lower Mississippi Valley Division, which criticized the modeling used and the estimated costs of dredging. The Corps took the position that design modification was not warranted under the cost-benefit ratio: “[U]ntil the cost of providing foreshore protection proved to be less expensive than the continued need for dredging to maintain the channel’s navigability, the Corps did not actively pursue funding for this protec- tion.” Id. at 662. The Corps refused to undertake the cost of foreshore protection unless there was local cost participation under the Water Resources Develop- ment Act, 33 U.S.C. § 2201 et seq. Furthermore, the district court noted, the Corps did not prioritize protecting the north shore, because there was no levee to protect, and the primary mission of the Corps was to keep the channel navigable. In 1994, the Corps issued another report in which it still proceeded under the assumption that the cost of foreshore protection was greater than it proved to be; the Corps took the position that costs for bank stabilization should be shared by the local population. Finally, in the mid-1990s, the Corps realized that the actual costs of maintaining the foreshore protection were less than esti-

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mated in the 1988 report, so a “re-analysis of the benefits and costs based on this new cost information was the genesis for an April 1996 Evaluation Report.” In re Katrina Canal Breaches, 647 F. Supp. 2d at 663.

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