Frankenmuth Insurance v. City of Hickory

760 S.E.2d 98, 235 N.C. App. 31, 2014 WL 3409689, 2014 N.C. App. LEXIS 754
CourtCourt of Appeals of North Carolina
DecidedJuly 15, 2014
DocketCOA14-70
StatusPublished
Cited by14 cases

This text of 760 S.E.2d 98 (Frankenmuth Insurance v. City of Hickory) is published on Counsel Stack Legal Research, covering Court of Appeals of North Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Frankenmuth Insurance v. City of Hickory, 760 S.E.2d 98, 235 N.C. App. 31, 2014 WL 3409689, 2014 N.C. App. LEXIS 754 (N.C. Ct. App. 2014).

Opinion

HUNTER, Robert C., Judge.

Frankenmuth Insurance (“plaintiff’), as a subrogee of Catawba Country Club (“the Club”), appeals from an order granting the City of Hickory’s (“defendant’s”) motion for summary judgment on plaintiff’s negligence claim. On appeal, plaintiff argues that the trial court erred by entering summary judgment in favor of defendant because genuine *32 issues of material fact existed as to whether: (1) defendant negligently operated its municipal water system, and (2) the Club was contributorily negligent in its installation of sprinkler system pipes.

After careful review, we affirm the trial court’s order.

Background

On 5 July 2009, a water pipe leading to the Club’s sprinkler system burst, causing damage to the clubhouse. The Club was insured by plaintiff, which filed this action against defendant as the Club’s subro-gee. In the complaint, plaintiff alleged that defendant’s negligent care of the municipal water system, specifically in allowing unreasonably high water pressure to build up in the pipes, was the proximate cause of the damage.

In 2000, the Club hired Crawford Sprinkler Company (“Crawford”) to install a sprinkler system on its grounds. Defendant sent members of its Fire Prevention Office to the site to measure the water pressure of the area. The standing water pressure was 180 pounds per square inch (“psi”). Kevin Greer (“Greer”), the Assistant Public Services Director for defendant, testified during deposition that 180 psi was not an uncommon standing water pressure in that service area. The average citywide standing water pressure was 115 to 120 psi, with some areas in the system attaining pressures of 230 to 240 psi.

It is undisputed that Crawford designed a sprinkler system that called for eight-inch ductile iron pipes to be used throughout, given the 180 psi standing water pressure at the Club. However, Crawford actually installed six-inch PVC piping instead. Greer explained in his testimony that piping comes in two forms—PVC and ductile iron. PVC piping has two different pressure ratings—Class 150 psi and Class 200 psi; ductile iron comes in Class 250 psi and Class 350 psi. The ductile iron pipes are designed to constantly withstand standing water pressures within their class range, but they can also handle pressure surges of two-and-a-haif times the class rating so long as the surges are not prolonged or sustained.

Stephen Busic (“Busic”), the Club’s General Manager, testified during deposition that soon after installation of the sprinkler system, the Club had continual problems with water pressure. According to Busic, the PVC pipes burst six times due to excess water pressure from 2000 through July 2009, with the sixth burst forming the basis of this action. One of these bursts occurred on 27 July 2007. Morgan Fire & Safety, doing business as Unifour Fire & Safety (“Unifour”), repaired this break *33 in the line and replaced a three-foot section of the PVC pipe with ductile iron. One of Unifour’s employees testified during deposition that it replaced the PVC piping with ductile iron because ductile iron is stronger than PVC.

The flooding that forms the basis of this action occurred on 5 July 2009. Martin Chang (“Chang”), plaintiff’s expert witness, visited the Club on 15 July 2009 to investigate the cause of the fracture. Chang was a forensic engineer; he received a bachelor’s and master’s degree in textile engineering but had no experience in designing or running a municipal water system. After speaking with Busic and examining the site, Chang determined that: (1) a longitudinal fracture was found on the six-inch PVC pipe, indicating stress produced by internal pressure; (2) the fire sprinkler pressure gauge failed at a pressure greater than 300 psi; and (3) the cause of the failure was excessive water pressure from defendant’s water supply and potentially a sudden surge in water pressure. Chang noted triangular fractures in the ductile iron reducers, but admitted that he could not rule out mechanical mistakes made during excavation of the pipe as the cause of the fractures. Greer agreed with Chang’s assessment that the longitudinal fracture was caused by internal pressure. However, he developed the opinion that the cause of the fracture was due to inferior piping material, given that the six-inch PVC pipes actually installed were of lesser strength than the minimum Class 250 psi eight-inch ductile iron pipes that were called for in Crawford’s plan.

After making insurance payouts to the Club, plaintiff brofight this action against defendant and Unifour. It alleged that Unifour was liable for the damages, in part, because it “[negligently failed to recommend removal of the six-inch PVC pipe and . . . replacement with eight-inch ductile iron pipe for the entire distance between the pit and the clubhouse.” Plaintiff alleged that defendant was negligent when it: (1) “negligently failed to ensure that the water pressure in its municipal water supply did not exceed reasonable levels”; (2) “negligently failed to correct the layout of its municipal water distribution system with a ‘loop’ system to protect residents at the terminal ends against excess pressures, water hammer, and shock waves within the water distribution system”; and (3) “negligently failed to recommend or install a pressure-relieving device to prevent damage from excess water pressures.”

Defendant and Unifour filed motions for summary judgment in April 2013. Both parties were awarded summary judgment in May 2013. Plaintiff timely appealed from both orders granting summary judgment but subsequently withdrew its appeal as to Unifour.

*34 Discussion

I. Summary Judgment for Defendant

Plaintiff argues that summary judgment was inappropriate where genuine issues of material fact existed as to whether: (1) defendant was negligent in its operation of the municipal water system, and (2) plaintiff was contributorily negligent. Because plaintiff has failed to carry its burden of establishing a standard of care for defendant’s alleged professional negligence, we affirm the trial court’s order granting summary judgment in defendant’s favor.

“This Court reviews orders granting summary judgment de novo.” Foster v. Crandell, 181 N.C. App. 152, 164, 638 S.E.2d 526, 535 (2007). Summary judgment is appropriate “only when the record shows that there is no genuine issue as to any material fact and that any party is entitled to a judgment as a matter of law.” In re Will of Jones, 362 N.C. 569, 573, 669 S.E.2d 572, 576 (2008) (internal quotation marks omitted). The burden of proof rests with the movant to show that summary judgment is appropriate. Development Corp. v. James, 300 N.C. 631, 637, 268 S.E.2d 205, 209 (1980). We review the record in the light most favorable to the non-moving party. Caldwell v. Deese, 288 N.C. 375, 378, 218 S.E.2d 379, 381 (1975).

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Cite This Page — Counsel Stack

Bluebook (online)
760 S.E.2d 98, 235 N.C. App. 31, 2014 WL 3409689, 2014 N.C. App. LEXIS 754, Counsel Stack Legal Research, https://law.counselstack.com/opinion/frankenmuth-insurance-v-city-of-hickory-ncctapp-2014.