Smith v. Cincinnati Stormwater Mgt. Div.

676 N.E.2d 609, 111 Ohio App. 3d 502
CourtOhio Court of Appeals
DecidedJune 26, 1996
DocketNo. C-950804.
StatusPublished
Cited by12 cases

This text of 676 N.E.2d 609 (Smith v. Cincinnati Stormwater Mgt. Div.) is published on Counsel Stack Legal Research, covering Ohio Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Smith v. Cincinnati Stormwater Mgt. Div., 676 N.E.2d 609, 111 Ohio App. 3d 502 (Ohio Ct. App. 1996).

Opinion

Per Curiam.

In their consolidated appeal the plaintiffs-appellants, Scott and Vicki Smith and Gregory J. Puthoff (“the property owners”), challenge the trial court’s order granting summary judgment in favor of the defendants-appellees, the city of Cincinnati and its Stormwater Management Division (“the city”), and Hamilton County (“the county”), in an action for damages caused by stormwater flooding. The property owners contend that summary judgment was inappropriate because a question of fact existed with respect to whether the appellees were negligent in the construction, operation, and maintenance of the sewer in the area of flooding. For the reasons that follow, we hold that the trial court properly granted summary judgment for the city and the county.

*505 I

The city’s Stormwater Management Division is responsible for storm sewers located within city limits. The property owners’ residences are located in an area of the flood plain on Byrneside Drive in Colerain Township. ■ A creek runs south to north from the city and through a nine-by-six-foot culvert which allows stormwater runoff to pass under Byrneside Drive and then into the creek along the side of the property owners’ residences. The Stormwater Management Division is not responsible for the culvert which is located in the township. In June 1993, during a “fifty year storm” (a rainstorm of a magnitude which occurs on an average of once every fifty years), the property owners’ residences were flooded when the creek overflowed.

In its written decision the trial court found that the allegations of the property owners’ complaint were divisible into three categories:

(1) negligence in the design and construction of the sewer, 1

(2) negligence in the maintenance, operation, and upkeep of the sewer, and

(3) negligence in the development, improvement, and expansion of the sewer.

With respect to the first category, the trial court ruled that the design and construction of a sewer were “governmental functions” within the language of R.C. 2744.01(C)(2)(i) and that, pursuant to R.C. 2744.02(A), the imposition of liability upon a political subdivision in connection with such activity was clearly proscribed under the doctrine of sovereign immunity.

With respect to the second category, the trial court ruled that the maintenance, operation, and upkeep of a sewer were “proprietary functions” within the language of R.C. 2744.01(G)(2)(d) and that, pursuant to R.C. 2744.02(B)(2), the defendants-appellees were liable for the negligent performance of these activities by their employees. The trial court concluded, however, that the only arguable evidence that the city and the county had negligently failed to operate or maintain the sewer was the affidavit of Lester C. Auble, Jr., a registered professional civil engineer, and this affidavit was legally insufficient to create a genuine issue of material fact because it offered nothing more than conclusions and failed to identify any specific acts of negligence or demonstrate how any alleged negligence proximately caused the property owners’ damage.

*506 Finally, with respect to the third category, the trial court concluded that the decision to make improvements to an existing sewer involves the exercise of judgment and discretion and is therefore a discretionary governmental function within the meaning of R.C. 2744.03(A)(5). Accordingly, pursuant to that section, the trial court concluded that the appellees were immune from suit because the property owners had neither alleged nor presented evidence that either the city or the county had acted with malicious purpose, in bad faith, or in a manner which was wanton or reckless.

II

In their first assignment of error, the property owners assert that they presented sufficient evidence to create a question of fact for the jury whether the appellees negligently constructed and then failed to operate and maintain the sewer. In making this argument they rely exclusively on the Aubel affidavit, which was rejected as conclusory by the trial court. According to the property owners, the Auble affidavit identifies specific acts of negligence relating to the “maintenance, operation and upkeep of the sewer system” in the following excerpted passages:

“Area D-S
* * * The general configuration of the valley produces a steep slope along the west bank (generally 2:1) and a flat slope to the east (/¿"/foot). Erosion is evident along the west slopes, particularly at the exit of the 66" culvert as mentioned earlier. Due to the flat slope of the channel (less than 1%) and the restriction created by the entrance flume and culvert under Byrneside Avenue, a flat water surface level exists during flood conditions with the depths varying from 3.5' at the 66" culvert to 12' at the culvert under Byrneside Avenue.
“The City has responsibility for the run-off from the 66" culvert under Kipling Road, a substantial developed area north of Kipling Road and east from Shadymist Drive, and more than half of the stream itself between Kipling Road and Byrneside Avenue.
“Item B — Area ‘B’ 66" Culvert, etc.
“The area contributing to this culvert, the culvert itself, and areas downstream require careful consideration. In any attempt to correct or eliminate flooding south of this structure, attention must be given to the effects downstream, north of the structure. Analysis of the downstream channel and the structures therein indicate that all downstream facilities are at or near capacity. Therefore, any modifications of the 66" culvert should not substantially increase downstream *507 flows. The recommendations for correcting the flooding problem in this area require several modifications of the structure and the upstream channel.
a * * *
“Additionally, the City and/or County failed to properly control development of the area serviced by the 66" culvert under Kipling Road, the culverts north of Byrneside Avenue and the stream in between. As a result of overdevelopment and failure to properly regulate development, excessive use of these culverts and stream has placed demands upon them in excess of their capacity. These additional demands and increased flow have increased the amount of debris and other material which occasionally blocks the culverts, resulting in additional flooding and need for additional maintenance.
u sfi At *
“The City and/or County has failed to properly maintain these culverts, thereby causing additional flooding in this area.”

Addressing this argument, we note initially that, by stressing factual issues, the property owners in a large measure overlook the essential legal issue, which is the appellees’ amenability to suit as political subdivisions. The basis of the Auble affidavit is the “Storm Water Management Study” prepared for the city by Auble-Mitchell-Burgess & Associates (“AMB”).

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Cite This Page — Counsel Stack

Bluebook (online)
676 N.E.2d 609, 111 Ohio App. 3d 502, Counsel Stack Legal Research, https://law.counselstack.com/opinion/smith-v-cincinnati-stormwater-mgt-div-ohioctapp-1996.