Millville Quarry, Inc. v. Liberty Mutual Fire Insurance

31 F. App'x 116
CourtCourt of Appeals for the Fourth Circuit
DecidedMarch 19, 2002
Docket01-2122
StatusUnpublished

This text of 31 F. App'x 116 (Millville Quarry, Inc. v. Liberty Mutual Fire Insurance) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fourth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Millville Quarry, Inc. v. Liberty Mutual Fire Insurance, 31 F. App'x 116 (4th Cir. 2002).

Opinion

OPINION

PER CURIAM.

In this diversity insurance dispute, Mill-ville Quarry, Incorporated appeals from the district court’s order granting summary judgment in favor of its insurer, Liberty Mutual Fire Insurance Company. Millville contends that a policy issued by Liberty entitles it to greater recovery for expenses it incurred after a flood. For the reasons set forth below, we affirm and remand.

I.

Millville owns and operates a quarry located in Millville, West Virginia. J.A. 534. Four permanent water pumps, which were designed to remove natural accumulations of water from the quarry, were affixed to a stationary platform inside the quarry approximately 25 feet above the quarry floor. Id.

In April 1997, the quarry flooded when water entered through the quarry wall and floor. Id. The flood waters submerged the pumps, rendering them inoperable, and caused Millville to suspend its quarrying operations. J.A. 206, 366, 534-35.

In order to remove the water, Millville initially leased and installed temporary diesel-powered pumps. J.A. 391, 535. These pumps proved inadequate, however, to discharge the flood waters, which continued to flow into the quarry at a variable rate of 15,000 to 35,000 gallons per minute (gpm). J.A. 534. Millville therefore increased the pumping capacity inside the quarry to 29,000 gpm by adding four more pumps, which it mounted on a floating barge. J.A. 391, 535. These four pumps were the same type and model as the four original pumps, although they were powered by diesel fuel, rather than electric power. J.A. 189, 191, 391-92. Millville first floated this pump barge on May 19, 1997, by which time the water level had peaked at 85 feet above the quarry floor. J.A. 535. According to Millville, however, the pumps on the barge did not become fully operational until June 3, 1997, due to “a faulty breaker and constant interruptions of service due to electrical switch gear problems.” J.A. 515, 540.

The new pumps on the pump barge, together with the temporary, portable pumps, were still insufficient to compensate for the water inflow. J.A. 535. By mid-August 1997, Millville had floated a second pump barge, mounted with yet *118 more pumps, to achieve a total pumping capacity of 33,000 gpm. J.A. 536. The combination of the two pump barges plus the temporary pumps succeeded in stabilizing the water level, albeit at a level above the four original permanent pumps and platform, and Millville was able “to successfully continue mining operations” by the end of October. J.A. 393, 515. Millville nonetheless determined that its network of pumps would be unable, over the long term, to substantially lower the water level or reduce the water inflow, which it predicted would increase over time, and concluded that “[plumping after the water has entered the quarry will exacerbate, not solve the present [water] situation.” J.A. 56.

Millville then searched for means, other than the ongoing addition of pumps, to further reduce the water level and prevent future flooding problems. Millville’s retained experts, after a water inflow investigation, opined that the flood waters were entering the quarry through conduits that had developed in underground limestone formations. J.A. 536. Beginning in late fall and early winter, contractors hired by Millville grouted the formations with cement and hot bituminous material. J.A. 68, 536. According to Millville, this grouting procedure succeeded in lowering the water level in the quarry and in eliminating or substantially reducing further water inflow from the Shenandoah River. J.A. 469.

During the period in which these events occurred, Millville was a named insured under a policy issued by Liberty, and its quarry was a “covered location” under this policy. J.A. 533-34. The policy provided potential coverage to Millville for damage attributable to the flood under two provisions: the Basic Property coverage and the Additional Expense coverage. For purposes of both the Basic Property coverage and the Additional Expense coverage, the “covered property” includes only the four permanent pumps and platform, and not the land or quarried stone. J.A. 534. The parties also do not dispute that the flood was a “covered cause of loss” that damaged the permanent pumps and platform. J.A. 534.

Under its Basic Property coverage from Liberty, Millville was entitled to (1) the “replacement cost” of the four permanent pumps and platform “if actually repaired or replaced,” or (2) the “actual cash value” of the permanent pumps and platform “[i]f ... not repaired or replaced.” J.A. 298-99. In the event Millville was entitled to the “replacement cost,” the policy limited Liberty’s obligation to no more than either (a) the cost to replace the four permanent pumps and platform, “on the same site, with other property of identical material and used for the same purpose” or (b) the cost to repair the four permanent pumps and platform “with property of comparable material and quality and used for the same purpose.” J.A. 299.

The Additional Expense provisions of the policy provided coverage to Millville for the “actual and necessary ‘additional expense’ ” Millville incurred “due to ‘loss,’ caused by or resulting from COVERED CAUSE OF ‘LOSS’, to COVERED PROPERTY[.]” J.A. 306 (emphasis in original). The policy defines the term “Additional expense” as “all expenses that exceed the ‘normal’ operating expenses of [the insured’s] ‘operations’ during the ‘period of recovery.’ ” J.A. 307. The “period of recovery,” in turn, is defined as the period between the date of the direct physical loss of the permanent pumps and platform and the date on which the permanent pumps and platform “should be repaired, rebuilt or replaced with reasonable speed and similar quality.” Id.

*119 Pursuant to the Additional Expense provisions, Millville submitted installments of costs incurred on its flood claim to Liberty Mutual at various intervals. J.A. 535. Millville apportioned these costs across four categories: operating interim or replacement water pumps (“pumping activities”), totaling $1,452,873.50; constructing and maintaining floating pump barges, totaling $923,129.40; conducting water inflow investigations, totaling $428,514.04; and grouting the underground conduits, totaling $6,191,572.50. J.A. 34. Millville also maintained that it was entitled to the replacement cost of the four permanent pumps and platform pursuant to its Basic Property coverage. J.A. 35.

Liberty Mutual advanced $450,000 to Millville, pursuant to the Additional Expense provisions, toward the costs of pumping activities. J.A. 541. In addition, Liberty Mutual agreed to pay the replacement cost of the four permanent pumps and platform, subject to the policy’s limitations, once Millville submitted “documentation relating to the damaged pumps.” J.A. 70, 144. Liberty Mutual denied coverage, however, for the cost of continuing pumping activities, constructing and maintaining floating barges, conducting water inflow investigations, and grouting the limestone conduits on the ground that they were not covered under the Basic Property or the Additional Expense provisions. J.A. 69-70.

On February 6, 1998, Millville filed this action against Liberty Mutual to recover all disallowed costs. J.A. 12-17. In its amended complaint, Millville assessed these costs as having climbed to more than $10,000,000. J.A. 207; R. Vol.

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