Wray v. Speedway LLC

98 N.E.3d 1038, 2017 Ohio 7998
CourtCourt of Appeals of Ohio, Sixth District, Erie County
DecidedSeptember 29, 2017
DocketNo. E–16–035
StatusPublished

This text of 98 N.E.3d 1038 (Wray v. Speedway LLC) is published on Counsel Stack Legal Research, covering Court of Appeals of Ohio, Sixth District, Erie County primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Wray v. Speedway LLC, 98 N.E.3d 1038, 2017 Ohio 7998 (Ohio Super. Ct. 2017).

Opinion

OSOWIK, J.

{¶ 1} Appellant, Jerry Wray, Director of the Ohio Department of Transportation ("ODOT"), appeals the April 28, 2016 judgment of the Erie County Court of Common Pleas dismissing a petition for appropriation of property belonging to appellee, Speedway LLC. For the following reasons, we reverse.

I. Background and Facts

{¶ 2} Speedway owns a gas station and convenience store located on a parcel of land adjacent to the intersection of U.S. Route 250 and State Route 2 in Erie County. The property has two driveways (the "north drive" and the "south drive") to *1040accommodate Speedway's patrons. The north drive is nearer the Route 250/Route 2 interchange and is the subject of the underlying appropriation action that ODOT filed on October 1, 2014.

{¶ 3} In the petition, ODOT sought to appropriate .1937 acres of Speedway's property. The petition sought a "WL" taking, which is the appropriation of a fee simple interest in the property along with the right to limit the property owner's access to the abutting highway. The petition also sought a temporary construction easement over .0685 acres of land. ODOT deposited $5,950 with the clerk of courts at the time it filed the petition. Speedway filed its answer on November 3, 2014. In it, Speedway admitted that ODOT intended to use the land subject to the WL taking "for the purposes of making, constructing, repairing or improving a state, U.S. or interstate highway which shall be open to the public, without charge" and did not assert any statutory challenges to the appropriation. On January 13, 2016, Speedway filed a motion for leave to file an amended answer on the basis that it had recently learned from its engineering expert that the taking was not necessary. The trial court granted the motion on March 8, 2016, over ODOT's objection. Speedway's amended answer denied both ODOT's claimed purpose and the necessity of the appropriation.

{¶ 4} On April 14, 2016, the trial court held a combined hearing on the issues of whether the taking was for the purpose of making or repairing free public roads and, if not, whether the taking was necessary. ODOT objected to the combined hearing, arguing that the court should determine the issue of purpose before hearing evidence on necessity. The court overruled the objection and proceeded with the hearing. ODOT also objected throughout the hearing that the bulk of Speedway's evidence was related to damages to the residue, not purpose or necessity. The court overruled the objections.

{¶ 5} For its case in chief, Speedway called Robert Matko, an engineering manager for CESO, Inc., an engineering and architectural firm. He is responsible for quality control of all Speedway sites. Speedway hired CESO and Mr. Matko to "evaluate the operational impacts of a proposed ODOT roadway project on the existing Speedway store * * *." Mr. Matko prepared a report based on two alternatives: closing the north drive and making the north drive a right-turn only exit drive. Mr. Matko conducted a traffic study to gather data for the report. His analysis included examinations of stacking, queuing, capacity, and fuel truck movement within the Speedway parking lot. Notably, the study focused almost exclusively on the impact to traffic within Speedway's parking lot, not the impact to traffic on Route 250.

{¶ 6} Stacking refers to the number of cars lined up to enter or exit and is related to queuing, which refers to the length of the line of cars waiting to enter or exit. Mr. Matko found that the right-turn only option would provide less stacking and prevent the exiting queue from blocking a gas pump and impeding internal traffic in Speedway's parking lot.

{¶ 7} Capacity refers to the delay between each vehicle that enters or exits the property. Capacity analysis results are quantified with a letter grade from A to F. Mr. Matko gave both alternatives similar grades, ranging from A to D. He opined that increased delay can decrease safety on Route 250 because drivers are willing to enter or exit the property through smaller gaps in traffic.

{¶ 8} As to internal fuel truck traffic flow, Mr. Matko concluded that either change to the north drive would require *1041fuel trucks to drive between the convenience store and the fuel pumps to reach the underground fuel storage tanks in the correct orientation for depositing fuel, rather than following the current practice of driving in the north drive and out the south drive, which keeps the trucks along the edge of the property closest to Route 250 and parallel to the fuel pumps. He described this as dangerous because fuel trucks would be required to drive through an area with more pedestrian traffic than the current route. He opined that closing the north drive and keeping the south drive at its current width would also cause safety issues on Route 250 because fuel trucks could entirely block the drive as they exit.

{¶ 9} The narrative summary included with the CESO report discusses four driveway configurations for possible use on the site. The summary classifies the options in order of their impact on the Speedway site, from lowest to highest, and states preference for the options in the following order: (1) keeping both drives fully open, (2) making the north drive a right-turn only drive and widening the south drive, (3) closing the north drive and widening the south drive, and (4) closing the north drive without widening the south drive. The summary also notes that closing the north drive and widening the south drive is the minimum amount of access needed for the site to operate safely. At the hearing, however, Mr. Matko testified that he did not write or review the narrative summary and that he did not agree that closing the north drive was a viable alternative. Rather, he referred to his conclusions at the end of the study and testified that he believes that making the north drive right-turn only is the safer of the two driveway alterations that he examined. The report's conclusion states only that the right-turn only option is the preferred alternative for Speedway's operations because it provides the best internal circulation, shortens the length of queues, and reduces the number of cars that are stacked.

{¶ 10} On cross, Mr. Matko agreed that the video of the traffic counts he analyzed showed a semi having difficulty turning out of the south drive. He later pointed out that other vehicles had used the north drive while the semi was blocking the south drive, which is why he believes making the north drive right-turn only is imperative. He agreed that the traffic count video showed queuing and stacking happening simultaneously at the north drive and the south drive. He also agreed that driveways create conflict points on the roadway, that fewer conflict points makes travel on the road safer, and that one of the goals of access management is to minimize conflict points. He conceded that widening the eastbound Route 2 onramp is one of the main goals of the proposed alterations at Speedway's location.

{¶ 11} Speedway's next witness was Timothy Lowe, a senior project manager at CESO who manages the roadway design group. He testified to an alternate ramp design he developed that would not require the closing of the north drive. While ODOT's design widens the existing ramp's entrance, the new design requires that the entire onramp be moved and reconstructed.

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Bluebook (online)
98 N.E.3d 1038, 2017 Ohio 7998, Counsel Stack Legal Research, https://law.counselstack.com/opinion/wray-v-speedway-llc-ohctapp6erie-2017.