Austin Powder Co. v. Popple Construction, Inc.

167 F. App'x 931
CourtCourt of Appeals for the Third Circuit
DecidedFebruary 17, 2006
Docket04-4671
StatusUnpublished
Cited by4 cases

This text of 167 F. App'x 931 (Austin Powder Co. v. Popple Construction, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Third Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Austin Powder Co. v. Popple Construction, Inc., 167 F. App'x 931 (3d Cir. 2006).

Opinions

OPINION

ROTH, Circuit Judge:

I. Factual and Procedural Background

Our case begins in the Pleistocene Epoch of the Quarternary Period of the Cenozoic Era, during the last Ice Age, when glaciers covered much of Northeastern Pennsylvania and woolly mammoths, not-so-woolly mastodons, giant sloths, and saber-toothed cats roamed throughout that area. As the glaciers melted and retreated, they disgorged the debris trapped inside the ice to form sedimentary deposits known as glacial tills (“overburden” or “dirt”). Compacted by glacial weight, glacial tills are extremely dense, solid ground, and provide an excellent foundation for building. Fast-forward some twenty-thousand years to the most recent part of the Holocene Epoch, when Proctor and Gamble (P&G) decided to build an immense warehouse in Meshoppen, Wyoming County, Pennsylvania. P&G’s general contractor for the warehouse was the Norwood Company. In August 2000, Norwood entered into a written subcontract with Popple Construction, Inc., a Pennsylvania corporation, to provide construction services and materials. Popple in turn subcontracted orally with the Austin Powder Company, an Ohio corporation, for blasting services. The oral subcontract provided that Austin Powder would provide blasting services in accordance with the project’s Blasting Guidelines.

The relevant provisions of the Blasting Guidelines provided that:

B. Explosive and Blasting: Use and store explosives in accordance with requirements of Federal, State and Local laws, rules, regulations, precautions, orders and decrees. No blasting permitted within 200 feet of existing water transmission mains, piping, and conduits. Additionally comply with following:
1. Assume sole responsibility for injury to person or property as a result of explosives and blasting ...
8. Acceptance of blasting data and techniques does not relieve the Contractor’s responsibility to exercise proper supervision and field judgment to produce specified results.
12. Use controlled blasting techniques. Modify blasting round as necessary to achieve best obtainable results and to keep air blast overpressure, vibrations and noise within limits specified. Exercise care in drilling and blasting operations to minimize overbreak and blast damage of adjacent unexcavated ground. Assume responsibility to produce a satisfactory excavated surface by determining proper relationships of factors of burden, spacing depth or charge quantity and type of explosive, hole size and delay patterns and other necessary considerations to achieve required results.

The ground in the vicinity of the construction site in Meshoppen was virgin ground, which had not been disturbed for many years. It consisted of both glacial till and solid bedrock. The topography of the warehouse site was not level. In order [933]*933for construction to commence, the ground had to be leveled to the appropriate grade. This was to be done by blasting the rock that was above grade and then using the blasted rock to fill in the areas that were below grade. The blasting needed to be undertaken with care lest glacial till also be blasted. Till can be removed more easily and cheaply with standard construction equipment, and, more importantly, blasting can upset the structural integrity of the compacted till by fluffing the dirt. A structure built on blasted till will sink into the fluffed ground. In this case, construction plans called for preservation of at least four feet of subgrade glacial till for sinking the footings of the warehouse.

As part of its blasting operations, Austin Powder employed the services of various subcontractors to drill blasting holes at appropriate depths in the ground. If a blasting hole is dug too deep, overblasting will result and material that is to be left intact will be disturbed. Drilling subcontractors know whether they are drilling in dirt or rock by watching the hammer pressure gauge on the drill. After the blasting holes were dug, Austin Powder placed explosives in the holes and detonated them.

Work was progressing well until Austin Powder was discovered to be blasting supergrade dirt; if dirt was encountered above grade, it was to be removed without blasting. When confronted with its mistake, Austin Powder agreed to refrain from future overblasting and to credit Popple with the costs of this overblasting. Later in the construction process, after footers for the warehouse had been poured, subsurface settling was noticed at an interior pier location and subsurface failure was noticed in wall foundation areas where footers had been poured.

Mid-Atlantic Engineering Company, which was responsible for assuring proper compaction for the footings, was asked to investigate these problems. Mid-Atlantic found that the subsurface settling and failure occurred because the blasting holes had been drilled too deep. As a result, Austin Powder had blasted subgrade dirt in both areas and had disturbed the glacial till’s structural integrity. Not only had Austin Powder overblasted and fluffed the subgrade glacial till in which the footers were to be placed, but Austin Powder also blasted out some eight to twelve feet of bedrock underlying the subgrade till.

Remediation of these problems required excavating the fluffed ground and replacing it with manufactured stone in the case of the interior pier and with compaction grouting in the case of the footers. Popple remediated the interior pier area at its own expense and was back charged by Norwood for the cost of remediating the footers.

Popple withheld payment of $196,411.79 from its blasting contract with Austin Powder to cover the remediation expenses of the sub-grade blasting and the costs of the improper above-grade blasting. In October 2001, Austin Powder filed a suit for breach of contract against Popple in the United States District Court for the Mid1 die District of Pennsylvania. The District Court had subject matter jurisdiction over the action under 28 U.S.C. § 1332. Popple filed a counterclaim for the costs of remediation and impleaded several other parties, all of whom were eventually dismissed from the action.

In November 2004, after failed mediation attempts and a bench trial, the Magistrate Judge found in favor of Austin Powder in the sum of $157,310.30. The Magistrate Judge found that the Blasting Guidelines had not been violated and that Austin Powder had no contractual duty to avoid the loosening of the glacial till. The Magistrate Judge also found that Mid-Atlantic’s attribution of fault in its investiga[934]*934tion was incorrect because Mid-Atlantic itself was the party responsible for assuring adequate compaction for the footer locations; had Mid-Atlantic performed the correct compaction tests, the cost of remediation would have been less.

Popple filed this timely appeal. We have jurisdiction over the appeal from the District Court’s final order under 28 U.S.C. § 1291. In an appeal from the verdict of a bench trial, we undertake a plenary review of the District Court’s conclusions of law, Kosiba v. Merck, 384 F.3d 58 (3d Cir.2004), but review conclusions of fact for clear error. Id. Here, there is a dispute as to whether we are reviewing a conclusion of law or of fact.

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167 F. App'x 931, Counsel Stack Legal Research, https://law.counselstack.com/opinion/austin-powder-co-v-popple-construction-inc-ca3-2006.