In Re: Katrina Canal Breaches

CourtCourt of Appeals for the Fifth Circuit
DecidedMarch 2, 2012
Docket11-30808
StatusPublished

This text of In Re: Katrina Canal Breaches (In Re: Katrina Canal Breaches) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fifth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
In Re: Katrina Canal Breaches, (5th Cir. 2012).

Opinion

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

FILED March 2, 2012

Lyle W. Cayce No. 10-30249 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,

versus

******************** 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:

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, as well as levees alongside the channel and around the city. The Corps’s negligence in maintaining the channel, grounded on a failure

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

to appreciate certain hydrological risks, caused levees to fail and aggravated the effects of 2005’s Hurricane Katrina on the city and its environs. Claimants filed hundreds of lawsuits, many of which were consolidated before the district judge a quo. That court worked with plaintiffs’ litigation com- mittees 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 went to trial; three of its plain- tiffs 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 opinion. We AFFIRM each of the judg- ments and DENY the petition.

I. Background.1 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 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

1 The district court’s factfinding spans dozens of pages. Because parties have challenged almost none of those factual findings, we will summarize only those few facts needed to explain the applications of law included here.

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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. Over the years, MRGO’s lack of armoring or foreshore protection resulted in substantial erosion of its banks, largely from wave wash from wakes left by channel-going vessels. MRGO eventually reached a total average width of 1970 feet, well over three times its authorized width. Though the Corps eventually added foreshore protection in the 1980s, that delay allowed the channel to widen considerably, destroying the banks that would have helped to protect the nearby Reach 2 levee (in the Chalmette Area Unit) from front-side wave attack as well as loss of height. The increased chan- nel width added more fetch2 as well, allowing for a more forceful frontal wave attack on the levee. MRGO’s expansion thus allowed Hurricane Katrina to generate a peak storm surge capable of breaching the Reach 2 Levee and flooding the St. Bernard polder.3 Separately from MRGO, the hurricane also caused the 17th Street, Orleans Avenue, and London Avenue levees to breach. Over 400 plaintiffs sued in federal court to recover for Katrina-related

2 Fetch is defined as the width of open water that wind can act upon. The height of waves (such as the storm surge created by Katrina) is a function of the depth of the water as well as the width of the expanse (i.e., the fetch) over which wind impacts the water. 3 A polder is a tract of low land reclaimed from a body of water.

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damages, many naming the federal government as a defendant. Seven plaintiffs (the “Robinson plaintiffs”) from that number went to trial. The court issued its impressive rulings in thorough opinions.4 The court found that neither the Flood Control Act of 1928 (“FCA”), 33 U.S.C. § 702, nor the discretionary-function exception (“DFE”) to the Federal Tort Claims Act (“FTCA”), 28 U.S.C. § 2680(a), protected the government from suit; after nineteen days of trial, the court found that three plaintiffs had proven the government’s full liability and four had not. Another group of plaintiffs (the “Anderson plaintiffs”) had their cases dismissed on the government’s motion, the court finding both immunities applicable. Still a different group (the “Armstrong plaintiffs”) are preparing for trial of their own case against the government. The government appeals its losses in Robinson; the losing Robinson plain- tiffs cross-appeal. The Anderson plaintiffs have appealed as well. On the theory that a favorable ruling here might moot the pending Armstrong trial, the govern- ment petitions this court for a writ of mandamus to order the district court to stay trial until we issue an opinion in Robinson and Anderson. The three cases have been consolidated on appeal.

II. Standard of Review. A district court’s construction of immunity under the FCA and of the FTCA’s DFE is subject to de novo review. See Withhart v. Otto Candies, L.L.C., 431 F.3d 840, 841 (5th Cir. 2005). Factual findings are reviewed for clear error. Lehmann v. GE Global Ins. Holding Corp., 524 F.3d 621, 624 (5th Cir. 2008).

4 See In re Katrina Canal Breaches Consol. Litig., No. 2:05-CV-4182, 2011 U.S. Dist. LEXIS 16351 (E.D. La. Feb. 11, 2011); In re Katrina Canal Breaches Consol. Litig., 647 F. Supp. 2d 644, 699 (E.D. La. 2009); In re Katrina Canal Breaches Consol. Litig., 577 F. Supp. 2d 802 (E.D. La. 2008); In re Katrina Canal Breaches Consol. Litig., 533 F. Supp. 2d 615 (E.D. La. 2008).

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

III. The FCA: Construction and Application.

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In Re Katrina Canal Breaches Consolidated Litigation
577 F. Supp. 2d 802 (E.D. Louisiana, 2008)

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