Goebel v. Minster

2022 Ohio 883
Ohio Court of Appeals·Decided March 21, 2022·No. 2-21-19·Published·Cited by 1 cases

Opinion

IN THE COURT OF APPEALS OF OHIO THIRD APPELLATE DISTRICT

AUGLAIZE COUNTY

EDWARD GOEBEL, ET AL., PLAINTIFFS-APPELLANTS, v. CASE NO. 2-21-19 VILLAGE OF MINSTER,

DEFENDANT-APPELLEE, -and-

OPINION

HELMS & SONS EXCAVATING, INC.,

DEFENDANT-APPELLANT.

Appeal from Auglaize County Common Pleas Court Trial Court No. 2020-CV-52

Judgment Affirmed

Date of Decision: March 21, 2022

APPEARANCES:

Jonathon N. Bond, Sean Alto and Jeffrey Kenney for Appellants Goebel

James D. Utrecht for Appellant Helms & Sons Excavating, Inc.

Jared A. Wagner for Appellee, Village of Minster

SHAW, J.

{¶1} Plaintiffs-appellants, Edward and Lisa Goebel, et al. (collectively, “landowners”), and defendants-appellants, Helms & Sons Excavating, Inc. (“Helms”), bring this appeal from the September 8, 2021 judgment of the Auglaize County Common Pleas Court granting summary judgment in favor of defendant- appellee, Village of Minster (“Minster”), on the grounds of sovereign immunity. On appeal, landowners and Helms both contend that Minster was not entitled to sovereign immunity.

Background

{¶2} In early 2019, Minster solicited bids from contractors for the “Northeast Sanitary Sewer Improvements” project, which called for the “reconstruction of Second Street, including the installation of storm sewer modifications, water main, sanitary sewer, service laterals, sidewalks, and curb and gutter. Also installation of sanitary sewer down a portion of Garfield and Third Street.” (Harrod Depo. Ex. H).

{¶3} The project had been contemplated as early as 2015-2016 because Minster was “having some storm water problems backed up into some people’s homes along South Lincoln Street in the village” and because the village was “anticipating two new subdivisions coming in * * * on the northeast quarter of [Minster].” (Harrod Depo. at 9). Helms reviewed the blueprints for the project,

which had been produced by Choice One Engineering, submitted the lowest bid, and was awarded the contract.

{¶4} After Helms commenced work on the project, problems began to arise.

First, soil conditions were poorer than expected in certain areas. Second, it was discovered that the blueprints for the proposed work were not entirely accurate.1 Upon digging a trench, Helms discovered that the old sewer line was too close to the storm line to fit the new construction between them, which was what the project originally called for. Helms and a representative from Minster discussed the issue and determined that instead of running the new sanitary line between the old lines as the project originally called for, the new sanitary line would be placed over the old line, replacing the old line as the new line was placed. With this change agreed upon, work continued.

{¶5} The next problem occurred on May 16, 2019, as Helms proceeded to the removal of a buried, circular concrete structure also known as a “manhole” or a “wet well.”2 The project called for the removal of the manhole, which, at the time of excavation, was sealed and not in use. The manhole had been put in place sometime around 1994 when Minster’s older “lift station” was renovated. During

1 Shane Helms, the founder, owner, and president of Helms, testified that when dealing with old sanitary lines that are over twenty feet deep, “the best [blue]prints in the world, if you get them 60 percent correct, you’re doing really good.” (S. Helms Depo. at 12). 2 According to testimony, the structure was a “wet well” when in use, but since there was no pump inside of it, the structure was a “manhole.” We will refer to the structure as a “manhole,” but any other references to “structure” or “wet well” in testimony excerpts are regarding the same manhole.

the renovation, the manhole had a pump inside of it and it redirected water flow. Once renovation on the lift station was complete, the pump inside the manhole was removed. However, the manhole itself was sealed and left in the ground.

{¶6} Helms began excavating the manhole by removing the top of the structure. With the top of the manhole removed, Helms found two pipes, or “lines,” leading into the manhole. Some testimony indicated that the second line, or pipe, going into the manhole was unexpected while other testimony intimated that the parties were aware of its presence before the top of the manhole was removed.3 Regardless, upon uncovering the second line in the manhole, Helms asked Minster’s representative if the second line was “live,” i.e. pressurized, and what should be done with the line.

{¶7} Minster’s representative believed that the line was abandoned—it was capped inside the manhole. All individuals who testified on the issue indicated that they believed the line was abandoned based on Minster’s representations. Acting under the belief that the line was not pressurized and that it was, in fact, abandoned, Minster instructed Helms to continue its excavation by cutting the second line in the manhole back several feet, and capping it.4

3 While this fact may be disputed, it is not material to the outcome of this case. 4 All testimony indicated that while Minster instructed Helms in what to do, it did not control how Helms conducted its work.

{¶8} As soon as Helms excavated into the line in question, sewage and water “erupted” from the line, surprising everyone on site. (Nichols Depo. at 72). “Sewage was blowing everywhere and you c[ouldn’t] stop it. [The line] should have been dead.” (Snyder Depo. at 44).

{¶9} A GIS technician for Minster was on site daily during the project and he was present when the sewage was shooting out of the second line into the manhole and the trench. A separate Minster employee was dispatched to the “lift station” to find the valve that stopped the water flow through the line that was previously thought to be abandoned. Within thirty minutes the line was shut down. After the line was shut down, it was cut back and capped by Helms.

{¶10} Meanwhile, Minster hired a company with a vacuum truck to come in and clean out the excavated trench and manhole that had been filled with sewage, concrete, and rubble due to the eruption from the pipe. Notably, the eruption from the pipe “removed earth and stone material[,] * * * [and] undermined the storm sewer * * * by taking all the earth away from it and then the stone from around the bottom of it and the side of it to where it was exposed[.] * * * [Helms] c[ould] see that line now.” (Nichols Depo. at 72).

{¶11} Throughout the evening of May 16, 2019, the individual with the vacuum truck and some Helms employees removed debris from the trench/manhole area. Helms employees on site indicated that the individual using the vacuum truck

could not do the job alone. Helms’ employees assisted the individual with the vacuum truck because it “was just the right thing to do to stay and make sure it got cleaned out.” (Musgrave Depo. at 49). When they were finished, “[t]he wet well and all the gravel was cleaned up and [the system] was flowing like it should be.” (Langenkamp Depo. at 65). Stated differently, they “cleaned everything up, everything was running perfectly fine. The SCADA reports all showed that the [lift station] pumps were running at normal at that point * * * prior to any of the house basement issues.” (Meyer Depo. at 26-27).

{¶12} It was sprinkling rain around 11:30 p.m. when the Helms employees finished at the site for the night. The forecast called for rain but Helms’ employees were not overly concerned about it because “there was no talk of 5 inches of rain in like three hours.” (Musgrave Depo. at 42). Before they left the site, Helms employees had cleared the area so there was an open flowing trench and they sealed the area off so people could not get in. A trench box and steel plates were employed to protect the trench itself.

{¶13} Through all of these issues, including the severed line that was thought to be abandoned and the filling of the trench/manhole, there was no indication that any of the landowners’ homes were flooded.

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