Ireland v. Suffolk County of New York

242 F. Supp. 2d 178, 2003 U.S. Dist. LEXIS 1428, 2003 WL 231244
CourtDistrict Court, E.D. New York
DecidedJanuary 22, 2003
DocketCIV.00-2412 DRH MLO
StatusPublished
Cited by3 cases

This text of 242 F. Supp. 2d 178 (Ireland v. Suffolk County of New York) is published on Counsel Stack Legal Research, covering District Court, E.D. New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Ireland v. Suffolk County of New York, 242 F. Supp. 2d 178, 2003 U.S. Dist. LEXIS 1428, 2003 WL 231244 (E.D.N.Y. 2003).

Opinion

MEMORANDUM & ORDER

HURLEY, District Judge.

Plaintiff seeks damages and injunctive relief against Suffolk County for the allegedly negligent design, installation and maintenance of stone groins on the beach near to her home. The United States, a third-party defendant in the action, filed a Rule 12(b)(1) motion to dismiss for lack of subject matter jurisdiction. The United States argues that its conduct falls within 28 U.S.C. § 2680(a), an exception to the Federal Tort Claims Act that deprives this Court of subject matter jurisdiction. For the reasons discussed infra, the motion is granted solely as to the United States.

I. BACKGROUND.

A. Procedural Background.

Plaintiff Cynthia Hamlin Ireland (“Plaintiff’) owns beachfront property in Sagaponack, New York. This property is near the region of eastern Long Island known as Geórgica Pond. Located on the beach at Geórgica Pond are two groins. Groins are “strong, low sea walls built at a right angle to the coast[line]” in order to reduce shore erosion. Shore erosion is prevented by capturing a portion of the sand contained in the “littoral drift,” an ocean current that runs roughly parallel to the shore. The effectiveness of groins in preventing beach erosion is the subject of heated debate. There are also groins located on the beach in Westhampton. These Westhampton groins are not located near Plaintiffs property.

On April 27, 2000, Plaintiff initiated the instant action. The complaint alleges that Suffolk County (“County”) was negligent by improperly designing, constructing and maintaining the Geórgica Pond and Westh-ampton groins. This negligence, Plaintiff alleges, resulted in violations of the Fifth and Fourteenth Amendments of the United States Constitution, Article 1 of the New York State Constitution and of the Suffolk County Charter. Plaintiff claims to be a representative of a putative class composed of all beachfront landowners located west of the Geórgica Pond groins.

At the suggestion of Magistrate Judge Orenstein, the County filed a third-party complaint against the United States of America (“United States”), the State of New York (“New York”) and against certain individuals. In May 2002, the United States submitted a Rule 12(b)(1) motion to dismiss the third-party complaint for lack of subject matter jurisdiction.

*182 B. The Background of the Long Island Groins.

In the early 1950’s, Congress was concerned with the continuing threat posed to both lives and property in “the coastal and tidal areas of the eastern and southern United States from the occurrence of hurricanes.” On June 15, 1955, Congress approved an “examination and survey” by the Secretary of the Army. The survey, “made under the direction of the Chief of Engineers,” was to, in relevant part, recommend “possible means of preventing loss of human lives and damages to property, with due consideration of the economics of proposed breakwaters, seawalls, dikes, dams and other structures, warning services or other measures which might be required ...” Public Law 71, 84th Congress, 1955. The Army Corps of Engineers (“Corps of Engineers”), in cooperation with the State of New York, spent more than five years preparing this report.

On May 27, 1960, the Chief of Engineers submitted House Document 425, titled “South Shore of Long Island From Fire Island Inlet to Montauk Point, New York, Beach Erosion Control Study and Hurricane Survey” (“Long Island Report”) to the Secretary of the Army. The Long Island Report discussed possible avenues of addressing beach erosion and tidal flooding during severe storms and hurricanes. On June 15, 1960, the Secretary of the Army transmitted the Long Island Report to the House of Representatives.

In relevant part, the Long Island Report was composed of the Report of the Chief of Engineers, the Report of the Board of Engineers for Rivers and Harbors, the Report of the Beach Erosion Board and the Report of the District Engineer. These individual reports all recommended (1) “[widening the beaches along developed areas between Kismet and Mecox Bay [including the Westhampton beaches] to a minimum width of 100 feet at elevation 14 feet above mean sea level”; (2) “[r]aising the dunes to an elevation of 20 feet above mean sea level from Fire Island Inlet to Hither Hills State Park at Mon-tauk;” (3) “[pjlanting grass on the dunes;” (4) constructing no more than 50 groins, if needed, and (5) “[fjederal participation in the cost of beach nourishment for a period not to exceed 10 years from the year of completion of a useful nourishment unit.” 1 Long Island Report at 10 (Emphasis added). Beach nourishment involves the placement of sand fill at strategic places.

Notably, the Beach Erosion Board added an additional caveat to the recommendation that 50 groins should be constructed. Specifically, the Beach Erosion Board recommended that no groins be constructed “until it has been demonstrated to the satisfaction of the Board of Engineers that an adequate protective beach width cannot be maintained by beach nourishment alone.” Long Island Report at 21.

The reports of the Board of Engineers for Rivers and Harbors and the Beach Erosion Board state that their recommendations are subject to those modifications that, in the exercise of discretion, the Chief of Engineers finds advisable. Similarly, the Report of the District Engineer was in the form of a recommendation to the Chief of Engineers. The District Engineer’s report stated that “[n]o Federal contribution is authorized towards shore protection maintenance work.” The District Engineer’s report also stated that periodic beach nourishment was “the most suitable and economic remedial measure” and that the Chief of Engineers should specify a period, not to exceed ten years, in which *183 some initial monetary aid would be provided to the local interests for this beach nourishment.

The Chief of Engineers “concur[red] generally” with the recommendations of the Beach Erosion Board and the Board of Engineers for Rivers and Harbors, as discussed supra, and provided for the general relief recommended by the District Engineer. However, the Chief of Engineers also qualified the recommended actions in two ways. First, the Chief of Engineers adopted the recommended action of the District Engineer “with such modifications thereof as in the discretion of the Chief of Engineers may be advisable.” The Chief of Engineers also provided for the construction of 50 groins, if needed, conflicting with the Board of Erosion Control’s recommendation. Finally, the Chief of Engineers also adopted the qualification, urged by all of the submitted reports, that the proposed project (“Project”) be contingent upon certain assurances by local interests.

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Bluebook (online)
242 F. Supp. 2d 178, 2003 U.S. Dist. LEXIS 1428, 2003 WL 231244, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ireland-v-suffolk-county-of-new-york-nyed-2003.