Accurate Die Casting Co. v. City of Cleveland

442 N.E.2d 459, 2 Ohio App. 3d 386, 2 Ohio B. 459
CourtOhio Court of Appeals
DecidedJune 25, 1981
Docket42608
StatusPublished
Cited by8 cases

This text of 442 N.E.2d 459 (Accurate Die Casting Co. v. City of Cleveland) 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
Accurate Die Casting Co. v. City of Cleveland, 442 N.E.2d 459, 2 Ohio App. 3d 386, 2 Ohio B. 459 (Ohio Ct. App. 1981).

Opinion

Parrino, J.

In its appeal from the Court of Common Pleas of Cuyahoga County, the city of Cleveland, defendant-appellant (city), appeals the order awarding Accurate Die Casting Company, *387 plaintiff-appellee (plaintiff), $117,960.85 for flood damage to its property and $194,500 for the permanent, partial appropriation thereof. In its cross-appeal, plaintiff contests the amount of the appropriation award. This case concerns the city’s storm sewer system, which system incorporates a natural watercourse.

Plaintiff conducts a die-casting operation on its property at 3089 East 80th Street. Plaintiffs property was originally drained by the Kingsbury Run, a natural watercourse which flowed through the property from east to west in a natural, downward slope. During the early 1900’s, the city constructed East 80th and East 79th Streets, elevating the grade of the latter street so as to place plaintiff’s property in a shallow depression and installing culverts under both streets to permit the Kingsbury Run to flow beneath them. During the 1920’s, the city enclosed that portion of the stream between East 80th and East 79th Streets in a seven-foot-diameter, underground storm sewer. The Kingsbury Run continued to flow in its natural state west of East 79th Street, emptying into a ravine and eventually into the Cuyahoga River.

Plaintiff’s property flooded in June 1947, August 1947, and March 1948. Plaintiff, alleging that the city’s negligence had resulted in flood damage to its property, 1 thereafter brought suit in the court of common pleas. A jury awarded plaintiff $130,000, and this court, in Accurate Die Casting Co. v. Cleveland (1953), 68 Ohio Law Abs. 230, affirmed the award.

During the pendency of the litigation and shortly thereafter, two additional underground storm sewers were built. The city constructed the nine-foot-diameter Kingsbury Run Relief Sewer, and plaintiff constructed a seven-foot-diameter private sewer. 2 Thus, three independent storm sewers drained plaintiff’s property and flowed into the ravine west of East 79th Street.

In 1954, the city began construction of the Garden Valley Apartments in the area west of East 79th Street, filling in the ravine and enclosing its streams in underground storm sewers. The city connected the original Kingsbury Run sewer and plaintiff’s seven-foot-diameter private sewer to a 7' by 6'3V2" rectangular sewer and then connected the rectangular sewer and the Kingsbury Run Relief sewer to a 12' by 8'6" rectangular sewer. 3

On August 24, 1975, heavy rains’ flooded plaintiff’s property for the first time since 1948. Plaintiff thereafter brought suit in the court of common pleas, seeking compensation for flood damage to its property 4 and compensation for the permanent, partial appropriation thereof, *388 i.e., for the deprivation of use occasioned by frequent flooding.

At the trial, both parties presented expert testimony as to whether the city had artificially increased the watershed, i.e., diverted additional waters to the drainage system. Plaintiffs expert contended that the natural watershed, i.e., the area drained by the Kingsbury Run, contained 1,560 acres and that the artificial watershed, i.e., the area drained by the city’s storm sewer system, contained 2,900 acres. The city’s expert, although he contended that the entire Kingsbury Run watershed had been reduced from 5,548 acres to 4,705 acres, admitted that the area drained by the tributary at East 80th Street had been increased from 2,148 acres to 2,742 acres.

Both parties presented expert testimony as to the frequency with which storms of an intensity and duration similar to those of the storm of August 24, 1975, could be expected. Plaintiff’s expert, basing his calculations on records which demonstrated that approximately two inches of rain fell in the storm’s first hour, testified that the storm of August 24, 1975, was a fifteen-to-twenty-five-year event. The city’s expert, on the other hand, basing his calculations on records which demonstrated that approximately four inches of rain fell in four hours, testified that the storm was a hundred-year event. 5

Both parties also presented expert testimony as to the capacity of the city’s storm sewer system. Plaintiff’s expert testified that the capacity of the original Kingsbury Run sewer is 1,288 cubic feet per second (cfs), that the capacity of plaintiff’s seven-foot-diameter private sewer is 1,107 cfs, and that the capacity of the Kingsbury Run Relief sewer is 1,705 cfs. Plaintiff’s expert testified that the city connected the original Kingsbury Run sewer and plaintiff’s private sewer to a 715 cfs-capacity rectangular sewer and then connected the rectangular sewer and the Kingsbury Run Relief sewer to a 2,090 cfs-capacity rectangular sewer.. Plaintiff’s expert contended that the city, when it connected the three independent storm sewers to a single sewer incapable of handling their combined flows, restricted their effectiveness and rendered the entire system incapable of handling a ten-year storm. He also contended that the city, when it elevated the grade of East 79th Street, prevented surface waters from escaping plaintiff’s property by overland flow. The city’s expert testified that the storm sewer system can accommodate slightly less than a ten-year storm, that design standards at the time of its construction required that systems in industrial areas accommodate only five-year storms, and that few urban systems can accommodate hundred-year storms. 6

Both parties, finally, presented evidence as to plaintiff’s damages. Plaintiff’s vice president testified that plaintiff sustained $117,960.85 in flood damage, *389 including $22,038 to compensate employees for time spent in plant cleanup and $36,000 for loss of plant use. Plaintiff presented expert testimony that the value of its property, presuming the property had no tendency to flood, was $675,000 in August 1975, and that the tendency to flood, which rendered the property suitable for only limited purposes, e.g., marginal warehousing, decreased that value to $375,000. Plaintiff also presented expert testimony that the liquidation value of its fixtures was approximately $700,000 in August 1975; that their value in place was approximately $805,000; that, if the property had been sold to another die caster, i.e., if the property had been sold for its highest and best use, the fixtures would have added approximately $150,000 to the sales price; and that, if the property had been sold to an ordinary buyer, the fixtures would have added only $50,000, i.e., their salvage value. Plaintiff, finally, presented expert testimony that the cost of cure, i.e., the cost of floodproofing the property by building a flood wall around it, was $389,000 in August 1975.

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Cite This Page — Counsel Stack

Bluebook (online)
442 N.E.2d 459, 2 Ohio App. 3d 386, 2 Ohio B. 459, Counsel Stack Legal Research, https://law.counselstack.com/opinion/accurate-die-casting-co-v-city-of-cleveland-ohioctapp-1981.