Commonwealth of Pennsylvania v. United States

643 F.2d 758, 226 Ct. Cl. 444, 1981 U.S. Ct. Cl. LEXIS 652
CourtUnited States Court of Claims
DecidedFebruary 25, 1981
DocketNo. 429-75
StatusPublished
Cited by17 cases

This text of 643 F.2d 758 (Commonwealth of Pennsylvania v. United States) is published on Counsel Stack Legal Research, covering United States Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Commonwealth of Pennsylvania v. United States, 643 F.2d 758, 226 Ct. Cl. 444, 1981 U.S. Ct. Cl. LEXIS 652 (cc 1981).

Opinions

KASHIWA, Jiidge,

delivered the opinion of the court:

This case comes before the court on defendant’s exceptions to the recommended decision of Trial Judge Fletcher, filed September 27,1979, pursuant to Rule 134(h). We must decide whether the trial judge was correct in concluding the federal government must contribute 90 percent of the actual settlement costs of two lawsuits arising from highway construction. After considering the written submissions of the parties and their oral presentations, we reject the trial judge’s report and require 90 percent federal participation only to the extent expressed in this opinion.

Plaintiff Pennsylvania Department of Transportation (hereafter the State) has brought this suit alleging a breach by the United States (hereafter defendant) of an agreement requiring the United States to reimburse the State for 90 percónt of the necessary costs of construction of Interstate Highway 84 in northeastern Pennsylvania. Neither party disputes that if reimbursement is owed, such reimbursement must, under the Federal-Aid Highways Act,1 be at 90 percent of the allowable costs. The "costs” for which plaintiff seeks 90 percent reimbursement are unbudgeted amounts paid by the State to a utility (Milford Water Authority) and to the road construction contractor (Gaspar-ini Excavating Company) in settlement of claims by those parties against the State.

In August 1967, several months after the excavation of the highway began, the utility complained to the Pennsyl[446]*446vania Department of Transportation that occasionally excessive amounts of particulate matter had begun to appear in its reservoirs, clouding the water. This clouded, or turbid, water was aesthetically displeasing and had an . unpleasant taste. As some of the watersheds which fed the Milford reservoirs were located within the construction area, Milford felt the turbidity problem was caused by the exposure of bare slopes during highway construction.

The Department of Transportation engaged an engineering firm, Michael Baker, Jr. Inc., to study the relationship between the turbidity and highway construction. If the engineers found the turbidity and construction related, they were to propose solutions to the problem. The Baker engineering firm subcontracted the consulting report, so the actual engineering study was done by Gannett, Fleming, Corddry and Carpenter, Inc. (hereafter Gannett). Gannett monitored the turbidity from March 1967 through September 1968. Neither party disputes Gannett’s expertise as engineers, nor the manner in which the study was conducted.

While Gannett was conducting the study, Milford filed a lawsuit on December 27, 1967, in a Pennsylvania state court seeking drainage revisions, monetary damages, construction of a filtration system, and other relief as the court should deem appropriate. Resolution of this lawsuit was apparently stayed while the Gannett study was being-completed.

The Gannett study was issued on October 31, 1968. The Abstract of the Report adequately summarizes the conclusions and recommendations of the consulting engineers:

*****
The source of the turbidity is the excavation for Interstate Route 84, L.R. 1049, which is being constructed approximately one-half mile north of the Milford water supply reservoirs. The primary source is the cut slopes of the highway excavation between Vantine Brook and Vandermark Creek. After heavy rains, turbid runoff water from this area enters Vantine Brook and then infiltrates to the ground water body which feeds the Milford water supply reservoirs. * * *
[447]*447The turbidity problem can be significantly reduced by transporting all drainage from the highway slopes east of Vantine Brook to Vandermark Creek, by stabilizing these same highway slopes with seed and mulch or other means, and by reducing the velocity and thereby the erosion tendency, of water discharged to Vantine Brook. The combined use of these measures would effect a significant reduction in the turbidity within two years. After this initial reduction it is expected that operating procedures at the Milford water supply can provide water of acceptable quality. [Emphasis supplied.]
Should the measures described above prove to be insufficient, the paving of infiltration zones along Van-tine Brook or the construction of a clear water holding reservoir are feasible alternative solutions. The project costs for a one million gallon steel holding reservoir would be about $100,000; the total cost for channel lining cannot be determined without additional knowledge of the extent of the zones of infiltration along Vantine Brook. The construction of a holding reservoir would represent a permanent improvement to the Milford supply. [Emphasis supplied.]

Thus, the primary recommendation of the Report was to redesign the area’s drainage system and to rapidly replant the exposed slopes. This solution was the least expensive, with an estimated cost of $58,000, and was likely to provide an acceptable cure to the problem. More expensive measures, such as a one million gallon holding reservoir, costing $100,000, or a complete water treatment facility, costing $750,000, would not be necessary unless the drainage revisions and the replantings did not cure the problem. The record indicates the State did design a revised drainage system costing $58,000, but the revisions were never made.

Copies of the Report were given to Federal Highway Administration (FHWA) officials on November 6, 1978. Thereafter, State officials met with counsel for Milford in an effort to end the lawsuit. Staff members of the FHWA attended some of the meetings as observers but did not participate. The State agreed to finance the construction of a 1.5 million gallon steel reservoir and to provide a five-year water-quality surveillance program.2 The reservoir [448]*448was not built.3 Instead, by supplemental agreement, the State agreed to pay Milford $275,000 to release all claims against the State.

The State paid the money to Milford and submitted a formal request to the FHWA for reimbursement of the settlement cost as a construction expense under Project I-84-1(19)46. The FHWA denied federal participation on August 7, 1970. Thereafter, the State resubmitted the denied settlement costs as a right-of-way expense under Project 1-84-1(12)46. Apparently not realizing the costs were being dealt with as construction expenses and had already been denied, the right-of-way personnel allowed the settlement costs under the right-of-way project. When the mistake was discovered, the FHWA recovered the $275,000 by means of a setoff against moneys owed Pennsylvania under other projects. Eventually, this suit followed.

Simultaneous with the events involving the Milford Water Authority, a related dispute arose between the Pennsylvania Department of Highways and its construction contractor, Gasparini. By letter of December 20, 1967, Gasparini requested the State’s approval of a borrow site4 known as the Olmstead site, beginning in spring 1968.5 This was Gasparini’s first formal request to use this particular site, although apparently other grading and borrow operations had occurred in 1967. The contract specifications required the State to approve any borrow site adjacent to the highway or likely to cause pollution of waterways.

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Bluebook (online)
643 F.2d 758, 226 Ct. Cl. 444, 1981 U.S. Ct. Cl. LEXIS 652, Counsel Stack Legal Research, https://law.counselstack.com/opinion/commonwealth-of-pennsylvania-v-united-states-cc-1981.