Interwest Construction v. Palmer

923 P.2d 1350, 292 Utah Adv. Rep. 27, 1996 Utah LEXIS 44, 1996 WL 329307
CourtUtah Supreme Court
DecidedJune 14, 1996
Docket940616
StatusPublished
Cited by33 cases

This text of 923 P.2d 1350 (Interwest Construction v. Palmer) is published on Counsel Stack Legal Research, covering Utah Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Interwest Construction v. Palmer, 923 P.2d 1350, 292 Utah Adv. Rep. 27, 1996 Utah LEXIS 44, 1996 WL 329307 (Utah 1996).

Opinion

ZIMMERMAN, Chief Justice:

Following the trial court’s entry of judgment on a contract dispute in favor of Inter-west Construction (“Interwest”) and AH. Palmer and Sons (“Palmer”), Thiokol Corporation (“Thiokol”) appealed to this court, and we poured the appeal to the court of appeals. We then granted certiorari to review the court of appeals’ decision affirming the trial court judgment. See Interwest Constr. v. Palmer, 886 P.2d 92 (Ct.App.1994), cert, granted sub nom. Fiberglass v. Thiokol, 892 P.2d 13 (Utah 1995). Our present review is limited to considering whether the court of appeals erred in holding (i) that our decision in Beck v. Farmers Insurance Exchange, 701 P.2d 795 (Utah 1985), precludes tort actions for negligence and strict liability arising out of the breach of contractually defined obligations; and (ii) that Thiokol waived its rights to enforce its contract with Interwest.

Thiokol does not appeal the trial court’s findings of fact. The trial court initially detailed its findings by memorandum decision and then by formal findings of fact and conclusions of law. Accordingly, we recite the facts in a light most favorable to the trial court’s findings. State v. A House & 1.37 Acres, 886 P.2d 534, 535 (Utah 1994). 1

In the fall of 1988, Thiokol and Interwest entered into a contract under which Inter-west agreed to build a wastewater treatment facility for Thiokol. Interwest subsequently subcontracted with Palmer for labor and materials in connection with the construction of the facility. Palmer, in turn, subcontracted with Fiberglass Structures and Tank Company, Inc. (“Fiberglass Structures”), for the purchase of three fiberglass wastewater stor *1353 age tanks for the facility. Palmer’s purchase order required Fiberglass Structures to follow Thiokol’s plans and specifications unless it obtained prior approval to deviate from them.

Thiokol’s plans and specifications for the treatment facility designated the fiberglass tanks as T32, T33, and T34 and called for the tanks to be built in accordance with “applicable requirements” of NBS/PS 15-69, a national voluntary industry standard governing the construction of fiberglass tanks. The tanks were designed to collect wastewater from four smaller tanks located inside the treatment building by means of a gravity-feed system. Because the tanks inside the building were smaller than the three external tanks, the gravity-feed system allowed the external tanks to become only two-thirds full at maximum. Thiokol approved specifications for the tanks indicating that their walls would be 1/4 inch thick.

Fiberglass Structures shipped prefabricated fiberglass panels to the treatment facility site. The panels were bolted together along vertical seams to create each of the three tanks, and the tanks were bolted to a concrete base outside the treatment building. The top of each tank was bolted to the sides, and fill pipes were connected between the three external and the four internal tanks. The three external tanks were completed and installed on April 30, 1989. During a trial test that same day, tank T34 burst along one of the vertical seams connecting two of its fiberglass panels. Nevertheless, on May 2, 1989, Thiokol inspected the treatment facility and notified Interwest that the facility was substantially complete with the exception of a few punch-list items, which did not include the ruptured tank or necessary repairs to the other two tanks.. The same day, Palmer gave Thiokol a one-year warranty on all then-installed work.

Thiokol hired an independent consulting engineer to review the cause of tank T34’s failure, and the consultant recommended that Thiokol discard all three .tanks. The consultant was concerned about the strength of the tanks’ vertical panels, among other things, and recommended increasing the thickness of the panels from 1/4 inch, as per the original design, to 3/4 inch. However, Thiokol’s project engineer directed the consultant to focus on fixing the tanks’ seams. Thereafter, Thiokol negotiated separately and directly with Fiberglass Structures for the repair of tanks T32 and T33 and replacement of tank T34; Thiokol’s involvement was such that the trial court concluded that Thiokol and Fiberglass Structures “jointly constructed the tanks.” Specifications for the modified tanks clearly indicated that they would have 1/4— inch-thick walls and a safety factor of 6.

In early June of 1989, Thiokol tested and accepted the repaired tanks on the basis of its determination that the tanks met its specifications. On June 13th, Fiberglass Structures gave Thiokol an extended three-year warranty at Thiokol’s insistence, which warranted the structural integrity of the tanks but expressly excluded damage resulting from modifications to the tanks. Interwest and Palmer were minimally, if at all, involved in these negotiations.

In June of 1989, Thiokol began operating the treatment facility. Sometime that month, without the knowledge of Interwest, Palmer, or Fiberglass Structures, Thiokol changed the tanks’ filling system from the original gravity-feed design to an overhead, high-pressure pump feed.

On August 24, 1989, tank T33 ruptured, spilling its wastewater contents. The trial court found that the pump feed system allowed the tank to be overfilled and that tank T33 failed because it was overfilled by a Thiokol employee. Given the pumping capacity, there was an insufficient opening at the top of the tank to allow for the escape of excess wastewater, thus causing an uplift pressure which the tank was not designed to withstand. The overfilling and consequent uplift pressure caused the tank to lift up from its concrete base and to split from the bottom up along the middle of one of the fiberglass panels, not along a seam as was the case with tank T34’s earlier failure.

*1354 At the time of the second failure, Thiokol withheld $200,000 which it owed to Interwest on the original contract. That amount included $93,653.70 which Interwest owed to Palmer. The instant action began when In-terwest sued Palmer for breach of warranty, negligence, indemnity, and breach of contract. Palmer then filed a third-party complaint against Fiberglass Structures, which in turn filed a third-party complaint against Thiokol. Interwest later added Thiokol as a defendant and sought recovery for breach of contract and unjust enrichment. Thiokol eventually counterclaimed against Interwest, Palmer, and Fiberglass Structures for breach of contract, breach of express and implied warranties, negligence, and strict liability.

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Bluebook (online)
923 P.2d 1350, 292 Utah Adv. Rep. 27, 1996 Utah LEXIS 44, 1996 WL 329307, Counsel Stack Legal Research, https://law.counselstack.com/opinion/interwest-construction-v-palmer-utah-1996.