White Ex Rel. White v. United States, Department of Interior

656 F. Supp. 25, 1986 U.S. Dist. LEXIS 23983
CourtDistrict Court, M.D. Pennsylvania
DecidedJune 19, 1986
DocketCiv. 83-1360
StatusPublished
Cited by4 cases

This text of 656 F. Supp. 25 (White Ex Rel. White v. United States, Department of Interior) is published on Counsel Stack Legal Research, covering District Court, M.D. Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
White Ex Rel. White v. United States, Department of Interior, 656 F. Supp. 25, 1986 U.S. Dist. LEXIS 23983 (M.D. Pa. 1986).

Opinion

*27 OPINION

HERMAN, District Judge.

This suit arises out of the death of Gerald White on May 21, 1982 at the site of a federal mine reclamation project in Scranton, Pennsylvania. Plaintiffs have sued the United States under the Federal Tort Claims Act, claiming that negligence of the United States in planning and supervising the filling of the Pine Brook Shaft caused this death, and that the United States should therefore respond in damages.

This case is now before us on the defendant’s motion for summary judgment. Defendant argues first that plaintiffs’ claims are barred by the discretionary function exception to the general waiver of sovereign immunity found in the Federal Tort Claims Act. See 28 U.S.C. § 2680(a). Second, defendant argues that plaintiffs’ claims are barred by the misrepresentation exception to the Act, see, 28 U.S.C. § 2680(h), and finally, defendant argues that plaintiffs’ claims are barred because they amount to vicarious liability theories, or, in the alternative, because the United States is immune from a tort suit as Mr. White’s statutory employer under Pennsylvania law. Because we hold that Plaintiffs’ claims are in fact barred by the discretionary functions exception and therefore, that this court does not have subject matter jurisdiction over the case, we will not address defendant’s second and third arguments.

I. UNDISPUTED FACTS

Because we are addressing a summary judgment motion, we must first determine the material facts that are not disputed by the parties. If a fact is in dispute, we will assume, for the purposes of this memorandum only, that the fact is as plaintiffs’ affidavits, depositions, and allegations purport it to be.

The undisputed facts as they appear to be from the affidavits, depositions, and other submissions of the parties are as follows. In 1980, the United States Bureau of Mines identified Pine Brook Shaft and a number of other mine shafts in northeastern Pennsylvania as potential hazards. Pursuant to the authority granted to the Secretary of the Interior in the Surface Mining Control and Reclamation Act of 1977, 30 U.S.C. § 1239, the Bureau of Mines and subsequently the Office of Surface Mining, through their branch offices located in the Wilkes-Barre-Scranton area, began planning to backfill and cap these shafts to prevent potential accidental entry and collapse or settlement of the surrounding ground.

In drawing up the specifications for the filling projects, the Bureau of Mines considered various alternatives for correcting the hazard presented by Pine Brook Shaft. The original plan called for backfilling the shaft with mine rock ranging in size from boulders to silt particles. Subsequently, the Bureau decided to change the size of the rock material to no less than five inches and no more than twenty inches, and to specify that hardcore rock, rather than mine refuse be used. These changes were made in accordance with recommendations contained in a National Coal Board of England publication entitled, “Treatment of Disused Mine Shafts and Adits.” See Exhibit E to Declaration of Richard J. Seibel: Memorandum dated October 8, 1981, to T.P. Flynn, from Arthur Borchert. In the final specifications that the Bureau supplied to the potential bidders for the filling contract, the Bureau required that the three compartments of the Pine Brook Shaft “be filled one at a time. Due to the unknown condition (strength) of the shaft’s sidewalls, the backfill material shall be dumped on the surface adjacent to the opening. The material shall then be pushed by mechanical means into the void.” “Backfilling Shafts: Scope of Work” Section of Contract, at 3.

In order to prepare the shaft for filling according to the above method, the contract required that “[t]he existing concrete wall and steel mesh cover [the birdcage] shall be removed to ground level, the concrete cap removed and the shaft filled.” The contract also provided, immediately after the specification requiring the contractor to completely remove the existing cap at the Pine Brook Shaft, that,

It is the responsibility of the contractor to provide for the security of all shafts ... from the time the contractor starts until the final project work is approved. This will include but not be limited to *28 fences, gates, warning lights, etc. The contractor’s personnel are to be informed that the stability of the caps and the sidewalls of the shafts are unknown and safety gear shall be used while work is in progress around the shafts.

“Backfilling Shafts: Scope of Work” Section of Contract, at 4. Additionally, the contract required the successful bidder to “take proper safety and health precautions to protect the work, the workers, the public, and the property of others,” and to “comply with all applicable occupational safety and health standards relating to construction prescribed in 29 C.F.R. Part 1926.” “General Provisions” Section of Contract at 3 and “General Conditions” Section of Contract at 3.

As a preliminary step to letting the above-described contract, the Office of Surface Mining, as successor to the Bureau of Mines, held a pre-bid conference on April 9, 1982, to brief potential bidders on the required work. David Simpson, Chief of the Division of Federal Demonstration Projects and head of the Office of Surface Mining’s Wilkes-Barre office, and another employee conducted the meeting. In addition to explaining the filling procedures to be used and the reasons for their use, Simpson informed the contractors present, including the eventually successful contractor, that they would have access to the government’s files on the proposed project for use in preparing their bids. Pre-Bid Conference Memo (Plaintiff’s Trial Exhibit 90); Deposition of David G. Simpson at 31.

A few days later the contractors assembled at Pine Brook Shaft to view the work site and condition of the cap. On this occasion, Mr. Alfred Bernabei, one of the partners in Empire Contracting Company, the eventually successful bidder, asked Art Borchert, the technical project officer for the Pine Brook project, whether just one hole could be put in the cap by removing the steel mesh birdcage and the shaft filled through that single hole. Pre-Bid Conference Memo, supra; Deposition of Alfred Bernabei at 18. The contractor proposed to fill the shaft three-quarters of the way up before removing the entire concrete wall and cap in order to “secure the sidewalls of the shaft.” Deposition of Michael J. Naples, Jr. at 37. Borchert replied that the entire cap had to be removed before the fill operation began because the Pine Brook Shaft had three separate compartments. Apparently, removing the birdcage alone would provide access to only one of the three compartments.

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Bluebook (online)
656 F. Supp. 25, 1986 U.S. Dist. LEXIS 23983, Counsel Stack Legal Research, https://law.counselstack.com/opinion/white-ex-rel-white-v-united-states-department-of-interior-pamd-1986.