Chesapeake & Ohio Railway Co. v. Robbins

157 S.W. 903, 154 Ky. 387, 1913 Ky. LEXIS 93
CourtCourt of Appeals of Kentucky
DecidedJune 13, 1913
StatusPublished
Cited by15 cases

This text of 157 S.W. 903 (Chesapeake & Ohio Railway Co. v. Robbins) is published on Counsel Stack Legal Research, covering Court of Appeals of Kentucky primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Chesapeake & Ohio Railway Co. v. Robbins, 157 S.W. 903, 154 Ky. 387, 1913 Ky. LEXIS 93 (Ky. Ct. App. 1913).

Opinion

Opinion op the Court by

Judge Settle

Affirming.

This action was brought by the appellee against the appellant to recover damages for the flooding of twO' houses and lots, owned by her, in the village of Salt Lick, caused, as alleged, by the acts of appellant in erecting concrete abutments and piers to support its brdges over ■Salt Lick and Mud Lick Creeks, and embankments approaching same, whereby the waters of the creeks were so obstructed and diverted from their natural channel and flow, as to make them back upon and overflow the property in question to its great injury. The trial resulted in a verdict awarding appellee $400 damages; and from the judgment entered thereon this appeal is prosecuted. The village of Salt Lick is situated in the Licking Valley, Bath County, not far from the Licking River which lies a mile or two north of it. Appellant’s railroad runs through the valley and village crossing both Mud Lick and Salt Lick creeks before reaching the village; both streams being tributaries of the Licking River. Its bridge over Mud Lick is three quarters of a mile from appellee’s property and the bridge over Salt Lick a half mile therefrom. In addition to these streams, there are two smaller streams near or in the village, known as Hog Branch and Dickerson’s Branch. Prior to 1906, appellant’s trains crossed Mud Lick and-Salt Lick creeks upon trestles; in that year, however, iron or steel bridges were substituted for the trestles and these bridges had to be supported by concrete abutments and piers, which were erected on either side of and in the streams; and, in addition, fills were constructed at the ends of each of the bridges. The valley being low, the village, by reason of its situation in the angle formed by the two creeks, is [389]*389at times subject, in part, to overflow from the waters of those two streams, such overflows, however, were never known to reach appellee’s property until the year 1909; but in February and again in April of that year, both lots were so covered by the high water from the creeks that it entered the houses thereon to a depth of eighteen or twenty inches, each time remaining therein several days. It was alleged in the petition that these inundations of appellee ’s property resulted from the obstruction and diversion of the waters of Mud Lick and Salt Lick creeks by the abutments, piers and embankments constructed by appellant in bridging these streams, which as to Mud Lick Creek reduced the space or water way from its former width of sixty feet to a narrower width of twenty-five feet; and as to Salt Lick, from its former width of two hundred feet to the narrower width of sixty-five feet, thereby so obstructing and preventing the flow of the waters of each creek as to cause them to back upon and overflow appellee’s premises.

The answer of appellant simply traversed the averments of the petition. Appellee, by an amended petition, alleged in substance that at the time of the construction of the bridges, abutments, piers and embankments by appellant, it was not apparent to her or to any person of ordinary prudence residing in Salt Lick, that same would obstruct or divert the waters of the creeks and that this did not become apparent until the flood of 1909, nor could she before that time, by the exercise of the highest degree of care, have ascertained that the abutments, piers, and embankments would obstruct or divert the waters of the creeks and cause them to overflow her premises.

It was also alleged in the amended petition that the floods of February and April, 1909 were caused by such rainfalls as might reasonably have been expected by appellant at the time of erecting the abutments, piers and embankments in question, and that- similar rainfalls had frequently occurred before the erection of the abutments, piers and embankments.

Appellant by answer specifically denied the allegations of this- amended petition; and the affirmative matter of a second amended petition making more definite certain allegations contained in the original and first amended petitions, it controverted by an order entered of record.

Without discussing in detail the evidence, it is sufficient to say that that introduced in appellee’s behalf con[390]*390duced to prove that no rainfall previous to the erection by appellant of the abutments, -piers and embankments appurtenant to its bridges or indeed, previous to that of February, 1909', had ever caused the waters of the creeks to back upon and overflow her lots. Numerous witnesses testified that the erection of the abutments, piers and embankments appurtenant to the bridges on Mud Lick and Salt Lick creeks reduced the width of the waterway under each bridge to such an extent as to obstruct its flow. Some of the witnesses say at the Mud Lick Bridge the reduction was from a width of 60 to 25 feet and at the Salt Lick Bridge from 200 to 65 feet. Other witnesses do not make the reduction so great, but substantially all of them agree that it was sufficient, following heavy rains, to obstruct or divert the flow of the waters, of the creeks, and that it did so obstruct and cause them to back upon and overflow appellee’s lots.

Several of these witnesses, among them McG-rew, Shrout, Burnes, Green and North, testified that the rains of February and April, 1909, were not heavier than others they had known to occur at Salt Lick in previous years. According to the further statements of these witnesses, all of these similar previous rains occurred before the erection of appellant’s bridges on Mud Lick and Salt Lick creeks, yet none of them caused the waters of the creek to overflow appellee’s lots. Appellee’s evidence also abundantly established the difference in the vendible or market value of her property before and after its overflow and that the depreciation in its value was and is greater in amount than fixed by the verdict.

On the other hand appellant’s evidence conduced to show that the space for the passage of water was not less than 50 feet at Mud Lick Creek and not less than 80 feet at Salt Lick Creek; and that the space for the passage of water at each of the bridges is as great as before the bridges were constructed. This evidence was mainly furnished by expert witnesses, who professed to have reached their conclusions by measurements and calculations, and these witnesses also testified that the inundation of appellee’s lots could not have resulted from -any obstruction of the waters of the creeks at the bridges, but was caused by an unusual or extraordinary rainfall, and the overflowng of the waters of Hog and Dickerson branches.

Appellant’s principle contentions are, that the verdict was flagrantly against the evidence; and that the trial [391]*391court erred in refusing to peremptorily direct a verdict for it, as requested at the conclusion of the evidence. It1 is patent from what we have said of the evidence that the first contention cannot be sustained. While the evidence was conflicting’ it was the province of the jury to give the greater weight to that of appellee’s witnesses, and as this was evidently done by them the verdict cannot be disturbed on the ground that it was unauthorized by or was flagrantly against the evidence.

The complaint as to the court’s refusal of the peremptory instruction rests upon two theories; first, that there was no evidence to support the verdict; second, that the petition as amended fails to state a cause of action. The first theory we have already disposed of in holding that the verdict is not flagrantly against the evidence.

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Bluebook (online)
157 S.W. 903, 154 Ky. 387, 1913 Ky. LEXIS 93, Counsel Stack Legal Research, https://law.counselstack.com/opinion/chesapeake-ohio-railway-co-v-robbins-kyctapp-1913.