Harbor Insurance Company v. Schnabel Foundation Company, Inc.

946 F.2d 930, 292 U.S. App. D.C. 56, 1991 WL 204935
CourtCourt of Appeals for the D.C. Circuit
DecidedDecember 9, 1991
Docket90-7122
StatusPublished
Cited by49 cases

This text of 946 F.2d 930 (Harbor Insurance Company v. Schnabel Foundation Company, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals for the D.C. Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Harbor Insurance Company v. Schnabel Foundation Company, Inc., 946 F.2d 930, 292 U.S. App. D.C. 56, 1991 WL 204935 (D.C. Cir. 1991).

Opinion

Opinion for the Court filed by Circuit Judge SILBERMAN.

SILBERMAN, Circuit Judge:

This diversity action arises out of a construction dispute between OMNI Construction, Inc., and Schnabel Foundation Company, one of OMNI’s subcontractors. Appellant Harbor Insurance, as subrogee of OMNI, appeals from the judgment below on three grounds. Harbor contends that the district court erred in denying its motion for summary judgment based on Schnabel’s strict contractual liability. Appellant also objects to the district court’s truncating of its cross-examination of Schnabel’s principal expert witness. Last, Harbor argues that the district court improperly denied its motion for a directed verdict on the issue of contributory negligence. Because we believe that the record was inadequate to sustain a finding of contributory negligence by a reasonable jury, we agree with Harbor that the district court should have directed a verdict in its favor on the issue of contributory negligence. We accordingly remand for a new trial.

I.

Harbor and Schnabel are disputing who is financially responsible for damage caused to an office building owned by Sears, Roebuck & Company adjacent to a construction site at 601 Pennsylvania Avenue, N.W., in Washington, D.C. The Sears building was damaged when excavation' and construction activities at the 601 site caused the ground on which the Sears building stands to subside, or settle.

Westminster Investing Corporation, the owner of the 601 project, hired OMNI as its general contractor. OMNI in turn retained several subcontractors to perform various aspects of the work required to get the 601 project underway. One of them, Schnabel, was the sheeting and shoring subcontractor, whose responsibility it was to design and implement a system for protecting the walls of the excavation. The other subcontractors relevant to this appeal are Division Two, Inc., the company responsible for de-watering the excavation, and Hutchison Brothers Excavating Company, Inc., the excavation subcontractor.

While making preparations for the 601 project, Westminster had hired Schnabel Engineering Associates (SEA), a geotechnical engineering firm separate from Schnabel Foundation, to prepare reports analyzing soil conditions at the site and to recommend, among other things, a design for the sheeting and shoring of the excavation. SEA recommended “interlocking solid-steel” sheeting and shoring for the wall of the excavation next to the Sears building, a stronger system than the soldier beam and wood lagging system SEA thought adequate for the other walls. SEA also recommended that two tiers of tiebacks be used to hold the sheeting and shoring adjacent to the Sears building in place and that the system be designed to an earth retention criterion of 46H for maximum stability.

Schnabel, when it designed its system, declined to follow SEA’s recommendations. Instead, Schnabel told OMNI that it proposed to use a soldier beam and wood lagging system with one tier of tiebacks and an earth retention criterion of 30H for the wall adjacent to the Sears building. Sears, concerned about the possibility of settlement, retained its own engineering consultants to evaluate Schnabel’s proposed system. In June 1984, Sears transmitted the reports of its consultants to Westminster, who passed them on to OMNI. Sears' consultants noted that Schnabel had not followed SEA’s recommendations, expressed reservations about the wood lagging sys *933 tem Schnabel had decided upon, and warned that the system could result in significant settlements.

OMNI had no design department, no engineers to do design work, and no internal capacity to undertake a technical review of sheeting and shoring recommendations. Accordingly, it sent these reports to Schnabel for its review. Schnabel responded by letter in July, disagreeing with the Sears consultants and declining to change its proposed sheeting and shoring system. Schnabel insisted to OMNI that “our system is the system required for this project and it will be installed in consideration of the Sears property.”

Sheeting and shoring of the 601 excavation began several days later. Schnabel used the soldier pile and wood lagging system it had proposed, and other subcontractors began to perform their tasks, including lowering the water table at the site, placing wells, and sloping the walls of the excavation. Meanwhile, Westminster agreed to indemnify Sears for any damage caused as a result of the 601 construction, and OMNI reaffirmed in writing the obligation it had undertaken as part of the general contract to indemnify Westminster against such liability to Sears.

Unfortunately, within a month, routine monitoring of the Sears building revealed the first signs of settlement and damage. The earth had sunk slightly (about half an inch) and was moving slowly toward the excavation pit at 601 Pennsylvania Avenue. Cracks had appeared in the external walls of the Sears building. The settling continued at a steady but declining rate through the fall of 1984, and a second major settlement occurred during early November. To prevent the Sears building from collapsing, Schnabel was forced to install a system of steel braces to support the northeast corner of the building. Other remedial measures were considered, one of which was the elimination of a number of parking spaces on several levels of the 601 building, but Westminster declined to alter the garage plans. By early December, when Schnabel finished bracing the Sears building, the total settlement had reached two- and-one-half inches. After extensive negotiations, Sears, Westminster, and OMNI entered into an agreement pursuant to which OMNI performed repairs amounting to $978,000.

Harbor Insurance, OMNI’s subrogee, then sued Schnabel and several other subcontractors under the law of the District of Columbia, claiming recovery under both negligence and contract theories. Harbor moved for summary judgment on the issue of Schnabel’s contractual liability without fault. Harbor contended that Schnabel had agreed to assume all of OMNI’s obligations to Westminster and that this included OMNI’s obligation to indemnify Westminster against liability to Sears without fault. The district judge denied the motion, finding the contract documents ambiguous. See Harbor Ins. Co. v. Leo A. Daly Co., Civ. No. 87-2211, Mem. at 10-11 (D.D.C. Nov. 3, 1989) (“Mem. Op.”).

The case was then put to a jury, principally on a theory of professional negligence. Schnabel raised contributory negligence as an affirmative defense. The main witnesses on both sides were construction experts who attempted to explain why the settlements had occurred and who was to blame. Edward Cording, Schnabel’s principal expert, testified that the wood lagging system Schnabel employed at the 601 site was similar to-that used in other comparable sites in the area. Harbor attempted to impeach Cording’s testimony on cross-examination by demonstrating that Cording had no personal knowledge of these other sites and that, in any event, they were not comparable to the 601 site. The district court, however, cut off the cross-examination on the ground that it would be too time-consuming relative to its value.

After both sides rested, Harbor moved for a directed verdict on the issue of contributory negligence, arguing that Schnabel had failed to introduce sufficient evidence to justify sending this, issue to the jury.

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Bluebook (online)
946 F.2d 930, 292 U.S. App. D.C. 56, 1991 WL 204935, Counsel Stack Legal Research, https://law.counselstack.com/opinion/harbor-insurance-company-v-schnabel-foundation-company-inc-cadc-1991.