Barron v. United States

473 F. Supp. 1077, 1979 U.S. Dist. LEXIS 11315
CourtDistrict Court, D. Hawaii
DecidedJune 29, 1979
Docket76-0450
StatusPublished
Cited by18 cases

This text of 473 F. Supp. 1077 (Barron v. United States) is published on Counsel Stack Legal Research, covering District Court, D. Hawaii primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Barron v. United States, 473 F. Supp. 1077, 1979 U.S. Dist. LEXIS 11315 (D. Haw. 1979).

Opinion

MEMORANDUM OF OPINION, FINDINGS OF FACT AND CONCLUSIONS OF LAW

SCHWARZER, District Judge.

Patrick W. Barron brings this action against the United States pursuant to the Federal Tort Claims Act (28 U.S.C. §§ 1346(b) and 2671 et seq.) The liability and damage issues were bifurcated and the former were tried to the Court on May 21-23, 1979.

I. The Facts

On June 28, 1976, while employed as a laborer by Maitland Bros. Co., a contractor, Barron sustained serious injuries when a deep trench in which he was working collapsed and partially buried him. In this action he seeks damages from the government for his injuries, alleging that they were proximately caused by the concurrent negligence of the government and the contractor.

Maitland was engaged in the construction of a network of sewer pipes at the Pearl *1080 Harbor Naval Shipyard, the so-called ship waste water collection ashore facility. The work was covered by a contract, dated May 19, 1975, specifying a total price of $4,888,-000. (Ex. 3)

The accident occurred in a trench, identified as the DE trench, between 8 and 10 feet in depth. The trench was located near the waterfront in loose, unconsolidated soil, consisting mostly of sand and silt and subject to tidal action which caused it to be flooded regularly.. It was one of a network of trenches which was to hold sewer pipes to carry waste water from ships’ piers to central disposal facilities.

Excavation of the DE line was begun on Wednesday, June 3, 1976, by a crew of about four workers including Barron. The work was from time to time observed by John P. Flynn, the Navy’s contract representative for this project. Flynn had the responsibility of observing Maitland’s performance of the contract, advising its supervisory personnel of noncompliance with the contract, including safety violations, and rendering regular reports on the contractor’s performance to his superiors. Flynn also had authority, when it appeared that the contractor was creating imminent danger to personnel, to order the particular work stopped until the condition was remedied. Inasmuch as the trench was being excavated to a depth in excess of four feet in unconsolidated soil, Flynn told the crew, on several occasions, that shoring of the trench or equivalent protection was required by the contract before personnel could enter the ditch. (Ex. 17)

Excavation of the DE line trench continued on Thursday, June 24 and Friday, June 25. (Exs. 18-19) As the excavation progressed from the starting point, sections of pipe were laid and covered with gravel-type material and the finished portions of the line backfilled. Although the excavation for the most part was done by machine, personnel had to enter the ditch to assist with excavating and dewatering and to place and join the pipe sections.

Shoring consisting of large pieces of plywood braced with hydraulic jacks was installed as the excavation progressed on Thursday and Friday. Shoring is normally placed from the top, generally after a section of trench has been excavated and before personnel enters the ditch. Once pipe has been laid and connected in a portion of trench, the shoring is removed and that section filled while work progresses in’ the next portion.

At about 6:30 a. m. on Monday, June 28, the day of the accident, Flynn drove past the trench on the way to his office. Work had not yet begun that day and he made only a cursory observation. He saw no shoring installed in the portion of the trench then open but he observed shoring materials stacked at the site.

Excavation of the DE trench resumed later that morning. The trench had been nearly filled with water earlier that day and had to be dewatered before excavation resumed. (Ex. 21) No additional shoring was installed in the excavation made that day. Plaintiff entered the trench to move the dewatering pump clearing the way for the backhoe to dig. As plaintiff lifted the pump by its handles, the side of the trench broke off and partially buried him.

II. The Government’s Negligence

A. The Relevant Facts

Section 12 of the General Provisions of the contract between Maitland and the Navy required the contractor to

“take proper safety . . . precautions to protect the work, the workers, the public and the property of other.” (Ex. 3, p. 3)

The specifications accompanying the contract required among other things that

“Shoring and bracing shall be installed whenever personnel enter trenches greater than four feet in depth in other than hard material.” (Ex. 4, See. 2B § 4.1)

The specifications also incorporated by reference the General Safety Requirements Manual of the U.S. Army Corps of Engineers (EM 385-1-1, 27 Mar. 1972) which in relevant part provides:

*1081 “23.A.01. The sides of excavations 4 feet or more in depth unless in solid rock, hard shale, or cemented sand and gravel shall either be sloped to the angle of repose or be supported by sheeting . . . shoring, or other support system.” (Ex. 5, p. 89)

Further it provides specifically:

“23.B.01. The sides of trenches 4 feet or more in depth entered by personnel shall be supported or sloped to the angle of repose. Where material is unstable and dangerous . . . vertical or near vertical sides of any depth shall be supported.” (Ex. 5, p. 93)

The record establishes a general and continuous disregard of these requirements by the contractor. The Navy was aware of the contractor’s violations and considered them to be serious but took no remedial action other than to issue periodic warnings as demonstrated by the following summary of the relevant contemporary documents.

The Navy’s problems with the contractor’s safety practices began in September 1975, within a month of commencement of the work, when a powerline collapsed in the course of an excavation. As a result, the Navy’s resident officer in charge of construction (ROICC) warned Maitland that

“Any further failures on your part to comply with directions given by government representatives will not be tolerated and may in fact lead to a full suspension of work or recommendation to terminate the contract.” (Ex.- 31)

Beginning in November the Construction Representative’s Reports prepared by Mr. Flynn reflect repeated failures to provide adequate shoring of trenches, or any shoring at all. (Exs. 38(h), 38(g), 38(f)) Two notices of violation were issued based on the presence of workers in unshored trenches. (Exs. 64, 63) Following these notices, on November 20, the ROICC wrote Maitland itemizing some of “the many major discrepancies which have occurred to date,” including the following:

“h. Government construction representative has had to stop work in several instances due to safety violations such as lack of trench shoring . . .

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Bluebook (online)
473 F. Supp. 1077, 1979 U.S. Dist. LEXIS 11315, Counsel Stack Legal Research, https://law.counselstack.com/opinion/barron-v-united-states-hid-1979.