Ecker v. E&A Consulting Grp., Inc.

302 Neb. 578, 924 N.W.2d 671
CourtNebraska Supreme Court
DecidedMarch 22, 2019
DocketS-17-1190.
StatusPublished
Cited by114 cases

This text of 302 Neb. 578 (Ecker v. E&A Consulting Grp., Inc.) is published on Counsel Stack Legal Research, covering Nebraska Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Ecker v. E&A Consulting Grp., Inc., 302 Neb. 578, 924 N.W.2d 671 (Neb. 2019).

Opinion

Heavican, C.J.

**579 I. INTRODUCTION

Tom Ecker, Ruth Ecker, Jim Sledge, and Rosemary Sledge own homes in La *674 Vista, Nebraska. After those homes were flooded, they brought suit against E & A Consulting Group, Inc. (E&A), Sanitary Improvement District No. 237 (SID No. 237), the City of La Vista (City), and two other parties who have since been dismissed with prejudice from this litigation, alleging that the parties were negligent in various ways, which led to the flood damages suffered. The district court granted summary judgment in favor of E&A, SID No. 237, and the City. The Eckers and Sledges (collectively the homeowners) appeal. We moved this case to our docket, because it presents an issue of first impression regarding revisions to the statute allowing motions for summary judgment as set forth in Neb. Rev. Stat. § 25-1332 (Supp. 2017). We affirm. **580 II. BACKGROUND

1. FACTUAL BACKGROUND

The homeowners are neighbors residing in the Cimarron Woods area of La Vista. Their homes are adjacent to each other, feature walkout basements, and have backyards abutting Applewood Creek. The Ecker home has a basement elevation of 1,079.009 feet above sea level, and the Sledge home has a basement elevation of 1,079.808 feet above sea level.

A 2010 drainage study completed by E&A found that several Cimarron Woods homes would flood during a less-than-100-year flood event. As such, E&A recommended that SID No. 237 construct a berm at 100-year flood levels. The parties all concede that the 100-year flood level was 1,081.9 feet above sea level. Plans called for a berm built up to 1,082.5 feet above sea level. A berm intended to meet that recommendation was built in 2011. As relevant to this appeal, the record indicates that the berm had low spots: Adjacent to the Eckers' backyard, the berm was built at 1,081.6 feet above sea level, while adjacent to the Sledges' backyard, the berm was at 1,081.4 feet above sea level.

On June 20 and 21, 2014, a rainstorm in the area generated sufficient water to overcome the berm. The record includes evidence that the total rainfall measured at the Millard Airport, located 3 miles away, was 6.6 inches during an 8-hour period, while the total rainfall measured at the City's public works facility, located 1 mile away, was 7.4 inches during an 8-hour period. The Ecker and Sledge basements both flooded as a result of this storm. The Sledges had 3.5 feet of water in their basement, while the Eckers had 5 feet of water in theirs.

Apparently, other homeowners experienced flooding, but this litigation involves only the Eckers and the Sledges, who filed suit against E&A, BNSF Railway Company (BNSF), and Pedcor Management Corporation. Approximately 1 year later, their suit was amended to join SID No. 237 and the City. Subsequently, E&A, BNSF, SID No. 237, and the City filed **581 motions for summary judgment. BNSF's motion was denied; the other motions were granted. The homeowners' motion to reconsider was denied. The action against BNSF was dismissed with prejudice; the action against Pedcor Management Corporation was dismissed with prejudice prior to the disposition of the summary judgment motions.

The homeowners appeal.

2. EXPERT TESTIMONY

George Bryan, an expert for the homeowners, testified that E&A, SID No. 237, and the City failed to meet the standard of care to protect against flooding. Bryan further testified that the City should not have allowed construction of the homes and that the drainage did not comply with the "Omaha Regional Stormwater Design Manual," because it was not built for a *675 100-year storm event. Bryan specifically testified that the maximum flow capacity of the channel running behind the Ecker and Sledge homes was less than the peak flow of a 100-year storm event. Bryan noted that the studies undertaken in preparation for building the drainage channel did not take into account stormwater flow, but only stormwater storage. However, Bryan did agree that the berm was a proper design device to prevent flooding and agreed that the storm in question was in excess of a 100-year storm.

BNSF was still a defendant at the time of the summary judgment hearing and introduced the deposition and reports of its own expert. According to allegations set forth in the motion for summary judgment, the evidence was additionally relied upon by other defendants. BNSF's expert testified that both the size of the storm and the design of the area caused the flooding in question, specifically noting that the City should not have allowed the construction of homes in that area, that the berm was not a prudent protective remedy, that the design studies underestimated the size of a 100-year flood event, and that SID No. 237 did not build the berm to the standards recommended by E&A.

**582 E&A's first expert, Mark Westergard, testified that the flooding was caused by the size of the storm and, perhaps, blockage of the nearby BNSF culvert. Westergard noted that there was no neighborhood data on the storm and that the closest official totals (of 6.6 inches of rain) were gathered at the Millard Airport, located 3 miles away. Westergard observed that the Millard Airport rain total exceeded the Omaha Regional Stormwater Design Manual but not the "Soil Conservation Service" manual, which listed a 100-year storm event at 6.7 inches of rainfall. Finally, Westergard agreed that SID No. 237 did not build the berm to the specifications recommended by E&A. E&A's second expert testified that the storm event could have been anticipated and that the flooding was caused by the magnitude of the storm and culvert blockage.

The City's engineer testified via deposition that he found that the drainage studies complied with the Omaha Regional Stormwater Design Manual and the application subdivision regulations for the City. In a later affidavit, the engineer indicated that contrary to the homeowners' contention, their homes were not built in a designated floodway and thus those regulations did not apply, and that the drainage provided exceeded that required by other regulations.

III. ASSIGNMENTS OF ERROR

The homeowners assign, restated and consolidated, that the district court erred in granting summary judgment in favor of E&A, SID No. 237, and the City.

IV. STANDARD OF REVIEW

In reviewing the grant of a motion for summary judgment, an appellate court views the evidence in the light most favorable to the party against whom the judgment was granted, giving that party the benefit of all reasonable inferences deducible from the evidence. 1

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Bluebook (online)
302 Neb. 578, 924 N.W.2d 671, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ecker-v-ea-consulting-grp-inc-neb-2019.