St. Bernard Parish v. United States

88 Fed. Cl. 528, 2009 U.S. Claims LEXIS 279, 2009 WL 2478085
CourtUnited States Court of Federal Claims
DecidedAugust 3, 2009
DocketNo. 05-1119L
StatusPublished
Cited by5 cases

This text of 88 Fed. Cl. 528 (St. Bernard Parish v. United States) is published on Counsel Stack Legal Research, covering United States Court of Federal Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
St. Bernard Parish v. United States, 88 Fed. Cl. 528, 2009 U.S. Claims LEXIS 279, 2009 WL 2478085 (uscfc 2009).

Opinion

MEMORANDUM OPINION AND ORDER REGARDING JURISDICTIONAL ISSUES RAISED BY THE COURT AND DEFENDANT’S NOVEMBER 7, 2008 MOTION FOR SUMMARY JUDGMENT.

BRADEN, Judge.

On October 17, 2005, St. Bernard Parish, a governmental entity of the State of Louisiana and owner of real property, as well as private owners of real property in St. Bernard Parish and the lower Ninth Ward of the City of New Orleans, filed suit in the United States Court of Federal Claims, alleging that the United States Army Corps of Engineers ( Army Corps ) constructed, operated (expanded), and maintained (dredged) a 76-mile long navigational channel known as the Mississippi River-Gulf Outlet (“MR-GO”),1 that caused severe flooding on their property in 2005 and intermittent reoecurring flooding thereafter for which the Fifth Amendment to the United States Constitution requires just compensation.

This Memorandum Opinion And Order addresses jurisdictional issues raised by the court and issues raised by Defendant (“the Government”)’s November 7, 2008 Motion For Summary Judgment. To facilitate review of this Memorandum Opinion And Final Order, the court has provided the following outline:

I. RELEVANT FACTS.531

A. Three Man-Made Navigational Projects Affect Storm Surge In The New Orleans Area.531

B. Environmental Conditions In Southeastern Louisiana Prior To The Construction Of The Mississippi River-Gulf Outlet.532

C. In 1956, Congress Authorized The Construction Of The Mississippi River-Gulf Outlet.533

D. On September 23,1957, The Department Of Interior Advised The Army Corps Of Engineers Of Environmental Concerns About The Construction Of The Mississippi River-Gulf Outlet.533

E. In 1968, Congress Authorized Enlargement Of The Mississippi River-Gulf Outlet.534

F. The Mississippi River-Gulf Outlet’s Effect On Storm Surge Prior To October 17,1999.535

G. The Mississippi River-Gulf Outlet’s Effect On Storm Surge After October 17, 1999.538

H. On October 31, 2008, The Army Corps Of Engineers And The State Of Louisiana’s Coastal Protection And Restoration Agency Authorized The Closure Of The Mississippi River-Gulf Outlet And Ecosystem Restoration.542

II. PROCEDURAL HISTORY.542

III. DISCUSSION. Ü1 w

A.Jurisdictional Issues Raised By The Court. ül w

1. Standing. ^ cji

a. Standard Of Review. w

b. Governing Precedent. Ü1 w

c. Plaintiffs’ Property Interests. Ü1 ^ es

i. The St. Bernard Parish Government Ü1 1^ cí

ii. Rocco Tommaseo, Thomas Tommaseo, And Rocky And Carlo, Inc. ÜI as

iii. Steven Bordelon And Cynthia Bordelon. OI -a

iv. Edward Robin, Brad Robin, Edward Robin, Jr., Robin Seafood Company, Inc., And Robin Yscloskey Develop' ments 1, 2, 3, And 4. -a

[531]*531v. Port Ship Service, Inc. GO

vi. Gwendolyn Adams And Henry Adams. GO

d. Plaintiffs In This Case Have Standing. GO

2.Paragraph 28 Of Count I Of The Second Amended Complaint Is Dismissed, In Part. cn 4^ O

B. The Government’s Motion For Summary Judgment On The Statute Of Limitations.

1. Parties’ Arguments.

a. The Government’s Argument.

b. Plaintiffs’ Response.

c. The Government’s Reply And Supplemental Memorandum ...

2. Standard Of Review .
3. Governing Precedent.
4. The Court’s Resolution .

C. The Government’s Motion To Dismiss For Failure To State A Claim

a. The Government’s Argument .

3. The Court’s Resolution .

IV. CONCLUSION. .558

1. RELEVANT FACTS.2

A. Three Man-Made Navigational Projects Affect Storm Surge In The New Orleans Area.

The City of New Orleans lies below sea level between two large bodies of water: Lake Pontchartrain to the north and the Mississippi River to the south. See generally “Hurricane on the Bayou,” Educator’s Guide, Audubon Nature Institute at 1 (www. hurrieaneonthebayou.com) (“Audubon Edu-oator’s Guide”). During storms, “excess water is diverted into man-made drainage canals that intercut the city.” Id. Pumping stations move water from the canals into Lake Pontchartrain or Mississippi River. Id. Until 2005, this system protected the City from major flooding. Id.

The east bank of the Mississippi River, adjacent to the City of New Orleans, includes three “low-lying polders:3 Orleans Metro, Orleans East, and St. Bernard. The Orleans East and St. Bernard polders extend east from the [Inner Harbor Navigational Canal (“Inner Harbor Canal” or “Industrial Canal”) ] on the north and south sides, respectively of the Intracoastal Waterway (“ICWW”) [Gulf Intracoastal Waterway (“GIWW”) ].” PI. 11/2/06 Ex. 1 (Aug. 16, 2006 Decl. Dr. G. Paul Kemp ¶ 6 at 3). These three man-made navigational projects, i.e., the Inner Harbor Canal, the GIWW, and the MR-GO, affect storm surge and flooding in the New Orleans area. See Court Maps 1, 3-6,8.

The MR-GO is a navigational waterway that:

[532]*532[e]xtends southeast to northwest from the Gulf of Mexico to a point where it first merges with the [GIWW], and then continues westward until it intersects the [Inner Harbor Canal.] ... The first 9 miles, the bar channel, are in the open Gulf. The next 23 miles of the channel lie in the shallow open waters of Breton Sound. From there, the inland cut extends 14 miles to the northwest with open marsh on the northeast and a 4,000-ft wide dredged material placement bank on the southwest side. At this point the channel cuts across the ridge of a relict distributary of the Mississippi River, Bayou La Loutre. For nearly the next 24 miles, there is a hurricane protection levee atop a dredged material placement bank on the southwest side of the channel and Lake Borgne and open marsh lie to the northeast. A portion of the levee protecting St. Bernard Parish/Chalmette and the portion of the hurricane protection levee along the south side of Orleans East Parish, north of the GIWW, form the “funnel” that is often referenced. The point where the MR-GO and GIWW channels merge is just to the east of the Paris Road Bridget.] From this point, the merged GIWW/MR-GO channel continues west for about 6 miles to the point where it intersects the [Inner Harbor Canal]; this portion has hurricane protection levees on both banks. The [Inner Harbor Canal] extends from Lake Pontchartrain, to the north, to the Mississippi River to the south. The [Inner Harbor Canal] has levees or floodwalls along both banks. The [Inner Harbor Canal] Lock, which connects the [Inner Harbor Canal] to the Mississippi River, is located at the southern limit of the [Inner Harbor Canal]. The MR-GO bar channel authorized depth is 38 ft; the authorized bottom width is 600 ft. The remainder of the channel has an authorized depth of 36 [feet] and an authorized bottom width of 400 or 450 [feet], depending on location. Due to ship wave erosion, the surface width of the channel has increased since its construction at a rate of up to 15 ft per year.

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Cite This Page — Counsel Stack

Bluebook (online)
88 Fed. Cl. 528, 2009 U.S. Claims LEXIS 279, 2009 WL 2478085, Counsel Stack Legal Research, https://law.counselstack.com/opinion/st-bernard-parish-v-united-states-uscfc-2009.