Price v. United States

530 F. Supp. 1010
CourtDistrict Court, S.D. Mississippi
DecidedDecember 18, 1981
DocketCiv. A. Nos. S78-0330(N), S78-0355(N), S-78-0354(N), S79-0090(N), S79-0091(N), S79-0135(N), S78-0366(N) and S80-0480(N)
StatusPublished
Cited by6 cases

This text of 530 F. Supp. 1010 (Price v. United States) is published on Counsel Stack Legal Research, covering District Court, S.D. Mississippi primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Price v. United States, 530 F. Supp. 1010 (S.D. Miss. 1981).

Opinion

FINDINGS OF FACT AND CONCLUSIONS OF LAW

DANIEL HOLCOMBE THOMAS, Senior District Judge.

This cause was heard by the Court without a jury and taken under submission on the 23rd day of October 1981. After hearing the evidence on September 21-23, 1981, examining the exhibits, pleadings and stipulations, and proposed findings of fact and conclusions of law of counsel for all parties, this Court makes the following Findings of Fact and Conclusions of Law:

FINDINGS OF FACT

The Depression

1. In 1965, Hurricane Betsy (Betsy) struck the Mississippi Coastline doing substantial damage to the entire area. Pursuant to the State of Mississippi’s request, the United States’ Office of Emergency Planning (OEP) (now the Federal Emergency Management Agency) initiated a disaster relief program. In Hancock County, Mississippi, the seawall was substantially destroyed by the Hurricane and the County was unable to perform necessary repairs.

2. The Hancock County Board of Supervisors (the Board) requested assistance from OEP to repair the damage done by Betsy. This request was formalized by the Board through a resolution passed on October 15, 1965, which states:

WHEREAS, on the 25th day of September, 1965, the President declared a “major disaster” in the State of Miss, under the provisions of Public Law 875, 81st Congress, as amended; and
WHEREAS, Hancock Co. is a public entity within said State;
NOW THEREFORE, Be It Resolved, by Board of Supervisors of Hancock Co. that the Office of Emergency Planning be and hereby is requested to arrange to have the appropriate Federal Agency perform the following emergency work essential to the health, safety or welfare of the people and property of this public entity:
Emergency repair to existing Seawall, and Debris clearance in connection with necessary repair of Sea Wall. Remove all. debris which [constitutes] a health and *1012 safety hazard from Highway 90 in Bay St. Louis to the end of the seawall south of Waveland. This body certifies that, to the best of its knowledge and belief, the requested work is eligible under Public Law 875, 81st Congress, as amended, and agrees to (a) provide without cost to the United States all lands, easements, and right-of-way necessary for accomplishment of the approved work; and (b) hold and save the United States free from damages due to the approved work.

Passed and approved this 15th day of October, 1965. (Emphasis supplied)

3. OEP arranged for the United States Army Corps of Engineers (Corps) to oversee and control the repairs to the seawall and the debris clean-up. The Corps contracted with Farrell Construction Company (Farrell) on July 1, 1966, to do the necessary repairs along the seawall and clean-up in Hancock County. (Contract No. DACW 01-67-C-0001) Farrell thereafter, subcontracted this work to Kingfisher Marine Services, Inc., who in turn subcontracted the required dredging operations to Jahncke Dredging (now known as OKC).

4. To repair the berm area a large amount of sand was needed to fill in around the repaired seawall. The contract called for a specific quality of sand to be used and that this sand could be obtained by dredging in the Mississippi Sound adjacent to the beach, but that the dredging was to be done no closer than fifteen hundred (1500) feet from the traverse line (seawall). The contract, however, contained no restrictions as to the depth the dredging operations could go in order to obtain the desired sand.

5. The contract further provided that the Corps through its Construction Division, would retain ultimate control over the project. The Corps’ functions during the project involved approving contractor’s shop drawings, construction practices, methods, materials, samples and schedules of work. (SMBR Ex. 5) In order for the project to be concluded, the contract required the Corps to inspect the work done and issue an acceptance.

6. Soil boring samples were randomly taken by the Corps all along the Hancock County coastline. These samples were provided to the dredging subcontractor to aid in the location of the desired quality sand. The samples indicated that suitable sand could be obtained from an area out in the water and south of the Gulfside Methodist Assembly (the Assembly). [P&V Ex. 21, 23]. Richard W. Champion, an engineer, interpreted the boring samples taken south of the Assembly and testified that the desired quality sand was located twenty-four to twenty-five feet below the mud line.

7. The dredging operation commenced in August of 1966, and was substantially completed by November 25, 1966. [US Ex. 16] In July of 1967, the Corps inspected and accepted the repair project. Prior to commencement of the 1966 dredging project, evidence showed that no depression or hole existed in the waters south of the Assembly, however, upon completion of the dredging work in 1967 a large borrow area or depression was found to exist approximately fifteen hundred feet off the seawall directly south of the Assembly. [P&V Ex. 13, 14,16a-c, 17,18, 19, 88] This depression was determined to be approximately eight hundred feet long and four hundred feet wide (800' X 400'). [P&V Ex. 88] Clarence S. Benton, Chief Engineer for Jahncke Dredging operations, estimated that the dredging off the Assembly shore was between twenty and thirty feet below the mud line.

Warning Signs

8. The Corps of Engineers’ contract required that all borrow areas along the Hancock County coast be marked with warning signs. The contract specifically required:

The Contractor shall mark the inner limits of the borrow area by means of piles with warning signs. The piles shall be pressure treated as specified hereinafter for timber piles, shall be 6 to 8 inches in minimum butt diameter, and shall be not less than 22 feet long. The piles shall be installed approximately 500 feet apart, in reasonable alignment, and *1013 with a penetration of approximately 8 feet. The piles shall be installed in water approximately 4 foot 6 inches and shall extend approximately 9 foot, 6 inches above the water. Each pile shall be provided with a warning sign. The warning signs shall face toward the shore. The sign shall be wood or metal, with two coats of white paint on each side and on the face side have the following sign in black letters not less than 3 inches high: “DEEP WATER TO SOUTH”.

The requirement of the warning signs pursuant to the contract was an acknowledge of the Corps duty to warn the public of the hazardous condition created by the dredging.

9. At one point Farrell suggested that temporary signs be used, but the Corps instructed Farrell that only permanent signs would be acceptable. Upon Farrell’s installation of the required signs, the Corps learned that some had been misplaced and required Farrell to properly relocate the signs. At all times during the work under Contract No. DACW 01-67-C-0001 the Corps took an active supervisory role and had knowledge that depressions were being created only a few hundred feet off the Hancock County shore.

10.

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530 F. Supp. 1010, Counsel Stack Legal Research, https://law.counselstack.com/opinion/price-v-united-states-mssd-1981.