Louisville Hydro-Electric Co. v. Coburn

110 S.W.2d 445, 270 Ky. 624, 1937 Ky. LEXIS 138
CourtCourt of Appeals of Kentucky (pre-1976)
DecidedNovember 16, 1937
StatusPublished
Cited by6 cases

This text of 110 S.W.2d 445 (Louisville Hydro-Electric Co. v. Coburn) is published on Counsel Stack Legal Research, covering Court of Appeals of Kentucky (pre-1976) primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Louisville Hydro-Electric Co. v. Coburn, 110 S.W.2d 445, 270 Ky. 624, 1937 Ky. LEXIS 138 (Ky. 1937).

Opinion

Opinion of the Court by

Judge Rees

Reversing.

The appellee, Edward Coburn, owns a lot fronting 63% feet on Tarascón avenue and extending back 126 feet along Plum street in a section of Louisville known as Shippingport. It is located near: the south bank of the Ohio river and 300 feet east and up the river from an embankment constructed in 1926 and 1927 by the appellant, Louisville Hydro-Electric Company. The embankment is about 2,500 feet in length, 100 to 120 feet in width at the bottom, 16 to 20 feet in width at the top', and 20 to 25 feet in height, and extends from appellant’s power plant in the Ohio river to the Louisville and Portland canal. Upon the embankment is a railroad track over which heavy machinery is hauled to and from the power plant. The embankment affords means of ingress and egress to and from the plant during periods of high water in the Ohio river, and is in fact an extension of dam No. 41, erected by the United States government in 1927, which extends from the Indiana shore to the point in the river where appellant’s power plant is located, which is about 650 feet from the south bank of the river at Shippingport.

The power plant and embankment were constructed under a license granted to the appellant by the Federal Power Commission November 11, 1925. On April 3, 1934, appellee brought this action against the Louisville Hydro-Electric Company to recover damages alleged to have been caused by the unlawful and negligent construction of the embankment. The petition, as amended, alleges, in substance, that the embankment prevents drainage of the natural surface waters from appellee’s land, impounds the backwater of the Ohio river in still and stagnant pools on his lot for long periods of time, and creates pools which prevent access to his property from either Tarascón avenue or Plum street; that the embankment was negligently constructed in that no provision was made for the escape of accumulated waters through it; that it is not a permanent structure, but was erected solely for hauling heavy material over it for use in the construction of the power plant, and has been abandoned; that the alleged negligent construction could have been remedied at a reason *627 able cost by removing part of tbe embankment or tunneling under it to permit the escape of accumulated waters; and that tbe power plant and dam were unlawfully constructed in that appellant failed to comply witb sections 1599b-l and 1599b-2 and 1599c-l and 1599c-2, Kentucky Statutes. Tbe averments of tbe petition and amended petitions were traversed, and tbe 5-year statute of limitations (Ky. Stats., sec. 2515) was. pleaded. Tbe appellant alleged affirmatively that a large part of tbe embankment was completed in 1926, and that tbe power plant and dam were completed in 1927; that tbe plans and specifications for tbe power plant and dam and tbe completed work were licensed and approved by tbe Federal Power Commission; that they were carefully and prudently constructed; that tbe embankment is a permanent structure and is requisite to tbe operation of tbe plant and an integral part of tbe power project; that tbe railroad track along tbe top of tbe embankment is regularly maintained and is a means of ingress and egress to and from tbe plant; that the. embankment is the only means of ingress or egress in times of high water, and both it and tbe power plant were built in accordance witb proper and recognized engineering plans and methods; that drains or other openings or tunnels through tbe embankment could not be constructed without seriously imperiling tbe embankment; and that they, would be of no value whatsoever to appellee, and that tbe embankment cannot be removed, replaced, repaired, or rebuilt except at an excessive and exorbitant expense. After tbe issues were completed, tbe case was tried before a jury which returned a verdict for tbe plaintiff in tbe sum of $500, and, from tbe judgment entered thereon, tbe Louisville Hydro-Electric Company has appealed.

Tbe uncontradicted evidence shows that tbe embankment does not prevent drainage of tbe natural surface waters from appellee’s land and does not create pools which prevent access to bis property through Tarascón avenue or Plum street. Tbe evidence does show, however, that tbe water above tbe embankment in Sbippingport is 18 to 23 inches deeper in times of flood than it is below tbe embankment. Appellee’s lot is low lying land, and is frequently flooded. During extraordinary, floods in tbe Ohio river, tbe buildings on tbe lot are completely under water. The slight additional depth of water above tbe embankment in times of *628 flood adds little to the inconvenience and. loss suffered by property owners, but to that extent it is an additional burden on the property, caused by the embankment. Appellee undertook to show that the embankment was a temporary structure intended for use only during the construction of the power plant, but in this effort he utterly failed, since the uncontroverted evidence shows that the embankment and the railroad tracks thereon have been used continuously since the completion of the plant, and are necessary to its proper and efficient operation. They were completed after the powerhouse, and were not used in connection with the building of the power plant. The evidence likewise fails to show ihat the embankment was negligently constructed as claimed by appellee. The claim that the dam or embankment was negligently constructed rests upon the theory that culverts or openings through which the water could escape should have been constructed. The appellee alone testified to that effect. His testimony was clearly incompetent since the matter was a technical engineering problem, and only one possessing expert knowledge of the subject could express an intelligent opinion as to the proper method of constructing the dam. It is conceded that he did not possess such knowledge. A number of competent and experienced engineers testified that the embankment and power plant were constructed in accordance with approved engineering practices, and that even a great number of culverts or openings through the dam would not appreciably reduce the height of the water in Shippingport in times of flood, because of the large volume of water in the Ohio river at such times. Mr. S. J. Stallings, an engineer introduced by appellee, corroborated appellant’s expert witnesses on these points. Even if it be conceded that the appellee in constructing the dam negligently failed to construct openings therein sufficient to provide for the escape of flood waters through or under the embankment, yet it has shown without contradiction, that the expense of constructing such openings now would be excessive and disproportionate to the damage done. That being true, there must be a recovery once for all. City of Covington v. McKinney, 263 Ky. 131, 92 S. W. (2d) 1; Louisville & Nashville R. Co. v. Bennett, 207 Ky. 776, 271 S. W. 71; Payne v. Smith, 198 Ky. 564, 249 S. W. 995; Louisville & N. R. Co. v. Bennett, 196 Ky. 679, 246 S. W. 121.

*629 The rule as to compensating one injured by an overflow of his land caused by a permanent structure erected by a public service corporation, although the structure is negligently built, is thus stated in Honaker v. Chesapeake & Ohio Railway Company, 209 Ky. 576, 273 S. W. 81, 82:

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Cite This Page — Counsel Stack

Bluebook (online)
110 S.W.2d 445, 270 Ky. 624, 1937 Ky. LEXIS 138, Counsel Stack Legal Research, https://law.counselstack.com/opinion/louisville-hydro-electric-co-v-coburn-kyctapphigh-1937.