State ex rel. Rohrs v. Germann

2013 Ohio 2497
CourtOhio Court of Appeals
DecidedJune 17, 2013
Docket7-12-21
StatusPublished
Cited by4 cases

This text of 2013 Ohio 2497 (State ex rel. Rohrs v. Germann) 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
State ex rel. Rohrs v. Germann, 2013 Ohio 2497 (Ohio Ct. App. 2013).

Opinion

[Cite as State ex rel. Rohrs v. Germann, 2013-Ohio-2497.]

IN THE COURT OF APPEALS OF OHIO THIRD APPELLATE DISTRICT HENRY COUNTY

STATE OF OHIO, EX REL. RICHARD ROHRS, ET AL.,

PLAINTIFFS-APPELLANTS, CASE NO. 7-12-21

v.

RANDOLF GERMANN, ET AL., OPINION

DEFENDANTS-APPELLEES.

Appeal from Henry County Common Pleas Court Trial Court No. 05CV103

Judgment Affirmed

Date of Decision: June 17, 2013

APPEARANCES:

David S. Pennington for Appellants

Donald E. Theis for Appellees Case No. 7-12-21

SHAW, J.

{¶1} Plaintiffs-appellants, Richard and Rodney Rohrs (the “Rohrs”), appeal

the October 22, 2012 judgment of the Henry County Court of Common Pleas

granting summary judgment in favor of defendants-appellees, the Henry County

Engineer, Randolph Germann et al., (collectively referred to as the “County

Engineer”).

Statement of the Facts

{¶2} In the late 1990’s, Gerald Westhoven approached the County Engineer

about an open ditch on the east side of County Road 3 between U.S. 24 and

County Road 3S in Washington Township. Westhoven wanted the ditch cleaned

out to help alleviate the drainage and flooding problems he was experiencing in

his field bordering County Road 3.

{¶3} The County Engineer completed an inspection of the ditch and the

immediate surrounding area which showed “most or all of Mr. Westhoven’s field

tile to be below and under water in the ditch.” The County Engineer determined

that deepening and widening the ditch was not an available option from a safe

engineering or a regulatory standpoint due to the close proximity of the ditch to

County Road 3 and the amount of erosion detected in the ditch.1

1 According to the County Engineer, there was only a foot of berm or shoulder between the road and the sloping of the ditch.

-2- Case No. 7-12-21

{¶4} In order to remedy both the drainage/flooding issues and to maintain

road safety, the County Engineer devised a plan to install a new wide plastic

drainage pipe in place of the open ditch and then fill the ditch. This course of

action would also allow the berm to be widened and eliminate the “ditch fall-off”

as a possible hazard to motorists. The project would not require the County

Engineer to do any work beyond the County’s established right of way on County

Road 3.

{¶5} For economic reasons, the County Engineer decided to categorize the

project as a “road safety improvement project.” This meant that the project would

be handled “in house” with the County Engineer incurring all the cost from his

budget. Handling the project in this manner, rather than as a ditch petition project,

also spared Westhoven and the other adjoining landowners from being assessed

any fees and costs associated with the project. As the property owner with the

largest amount of property in the project area, Westhoven would benefit the most

from the County Engineer’s decision to handle the project in this manner.

{¶6} In an affidavit filed as part of this litigation, the County Engineer

summarized the planned execution of the project as follows:

The project plans called for any working field tile entering the ditch from the east to be tied in to the drainage pipe system that was replacing the ditch. All County metal corrugated crossover pipes coming from underneath County Road 3 from the west into the ditch were to be inspected—and those not closed or blocked but working and draining and still in use were also to be

-3- Case No. 7-12-21

connected to the new pipe system. Those County crossover culvert pipes determined to be no longer in use, filled with debris, dirt, etc. would be filled with LSM 50, a watery, slurry cement-like material. Taking this action prevents such pipe from becoming a potential impairment to the efficiency of the new drainage system and is good engineering practice for the safety of the traveling public as it precludes and prevents any road hazard that could result from the collapse of any such corrugated pipe.

(Germann Affidavit at ¶ 6).

{¶7} The work done by the County Engineer at issue in this case occurred

during the execution of Phase III in the fall of 2002. While in the process of

carrying out Phase III, county employees, Rick Murray and Paul Walker,

encountered a County metal crossover pipe which was marked as “unknown tile”

on the County Engineer’s plans. This particular pipe ran perpendicular to the

neighboring Saul Farm field and ran approximately 45 feet south of Westhoven’s

field. Murray and Walker observed “sufficient debris” where the pipe emptied

into the open ditch, which indicated a lack of drainage. Murray and Walker were

aware that the Saul Farm had recently been retiled with the drainage of that field

flowing west toward the river and away from County Road 3. Walker reported the

situation regarding this crossover pipe to Ron Wentling, the County Engineer’s

surveyor, and the decision was made to not tie this crossover pipe into the new

drainage system, but to fill it with LSM 50.

-4- Case No. 7-12-21

{¶8} As Murray and Walker’s crew began the procedure of filling the

crossover pipe with LSM 50 by digging down in the ditch to expose the pipe, they

discovered a buried catch basin that was not on the plans. This catch basin also

contained a fair amount of debris and berm material. Both the crossover pipe and

the catch basin were filled with LSM 50.

{¶9} In the following May of 2003, the Plaintiffs in this case, the Rohrs,

entered into a one-year lease with Westhoven to rent his 81 acre field bordering

County Road 3 for $275.00 per acre. Prior to signing the lease, the Rohrs were

assured that the field was tiled and had adequate drainage to plant a tomato crop as

they intended. The assurance of proper drainage was factored into the lease price.

(See Richard Rohrs Affidavit).

{¶10} In July 2003, the Rohrs began experiencing drainage and flooding

issues in the southeast corner of the Westhoven field. The Rohrs were aware that

the County Engineer had recently completed a project in the vicinity of the

flooding and contacted the County Engineer. The County Engineer arrived at the

property and observed one to five acres with standing water.

{¶11} After the 2003 harvest, the County Engineer worked with Westhoven

to locate a drainage exit or a field tile in this area of Westhoven’s field. According

to the County Engineer, “Westhoven did not know where the tile came out of this

field, where in the field there was tile, and he was not sure which way the field

-5- Case No. 7-12-21

drained.” (Germann Affidavit at ¶ 14). At Westhoven’s direction and with his

approval, the County Engineer attempted to locate the field tile in the area with

poor drainage, which included trenching 40-50 feet into the Saul Farm/Westhoven

fields along the boundary line and digging in areas where Westhoven told the

County Engineer to dig. Despite these efforts, no field tile was found.

{¶12} The County Engineer, at its own cost, installed a new catch basin

with an open grate for surface water drainage on the west side of County Road 3

near the southeast corner of Westhoven’s field. The County Engineer also

installed a new crossover pipe underneath County Road 3 to connect this catch

basin to the drainage pipe system installed in the fall of 2002. These

improvements were made so that a connecting tile could be eventually run from

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