Louisville & Nashville Railroad v. Conn

179 S.W. 195, 166 Ky. 327, 1915 Ky. LEXIS 670
Court of Appeals of Kentucky·Decided October 21, 1915·Published·Cited by 9 cases

Opinion

[328] Opinion op the Court by

William; Rogers Clay, Commissioner.

Reversing.

In this suit against the Louisville & Nashville Railroad Company to recover damages to his property, alleged to have been caused by the diversion of the waters of Paint Lick Creek, plaintiff, George W. Conn, recovered a verdict and judgment for $2,000. The railroad company appeals.

Plaintiff’s property lies in the town of Paint Lick. At this point Paint Lick Creek runs between the counties of Garrard and Madison. Defendant’s railroad runs from Richmond to Lancaster in a southwestern direction. The creek runs in a northwestern direction. The villag’e of Paint Lick is located principally between the railroad track and the creek. The principal street of Paint Lick, which is the Richmond and Lancaster turnpike, crosses the railroad track about eight or nine hundred feet from the railroad bridge on the Garrard side. Prom this crossing it is about three hundred feet from the pike bridge over the creek. Plaintiff’s residence faces this street near the railroad track. Back of plaintiff’s residence is his shop, and further back is Rucker’s barn. The land back of these buildings is bottom land and is about ten feet lower than the railroad track and the street.

In July, 1909, the railroad company reconstructed its bridge at Paint Lick. At that point the channel proper of the creek is about 160 feet wide. On each side of the channel proper the bank ascends, and from the top of one of these banks to the other the distance is 448 feet. In reconstructing the bridge the company placed two additional stone piers thereunder. These piers were 17 feet high and 6 feet wide. According to the testimony for plaintiff, the stone abutments were lowered 18 inches by taking out two stones, and the bridge was let down 18 inches lower than the old bridge. At the top of the bridge the iron plate girders were 4 feet deep and the rails and cross ties 12 inches deep. The dirt fill on the Madison side was 20 feet high and about 150 feet long. On the Garrard side it was 50 feet long and 20 feet high. Estimating the channel of the creek as extending not from the banks proper but from the ascending bank on each side, about 74 per cent, of the channel, as a whole, was obstructed. One of the engineers who testified for plaintiff stated that the effect of this was to set the' waters [329] back about 6,000 feet east of the bridge. Another engineer, named Tinsley, testified that the new bridge was about 2y2 feet below the “old high water mark” of 96.7. He ascertained this fact by consulting a number of men. Plaintiff’s proof tends to show that on the occasion of the flood the waters of the creek broke and overflowed the fill and washed away the railroad track for a distance of about 420 feet. Two or three witnesses say that they had seen it rain as hard before. Plaintiff further showed that while the bridge was under construction, W. G-. Kemper wrote the superintendent a letter, in which he •expressed the opinion that the construction of two more pillars under the bridge would likely cause an overflow of the creek and cause damage to Paint Lick. According to plaintiff’s testimony, the water rose in his house for •several feet and injured it, and damaged or practically •destroyed certain articles of personal property. The water remained in his house for about an hour. It was three hours before the water returned to the channel of the creek. Other witnesses say that the waters went down in from fifteen minutes to an hour. Plaintiff further testified that the water that entered his house came from over the railroad. In the opinion of the witnesses, the value of plaintiff’s property was depreciated from forty to fifty per cent, by reason of the reconstruction of the bridge.

According to the evidence for the defendant, the two •stones that were removed from the abutments were replaced with creosote timbers and the bottom of the present girder is 2 or 3 inches higher in elevation than the old span. 'On being apprised of the fear on the part of the residents of Paint Lick that the bridge might cause an overflow, A. P. Prendburg, the company’s engineer, made .a careful investigation and estimated the Paint Lick water shed as containing 50 square miles. As a matter of fact, the government map showed it to be 46 square miles. To permit the passage of this water required 387 cubic feet per second per square mile. The bridge provided for 478 cubic feet. The high water mark of March, 1913, was 7 feet and 1 inch higher than the old high water mark. The old high water mark was 6.9 feet below the top of the bridge and 2.3 feet below the bottom of the girder. He further stated that the fills on each side of the bridge were not in the natural channel of the stream. In his opinion, the opening under the [330] bridge was fully adequate, not only to allow the water to pass from usual and ordinary rainfalls and floods, but was sufficient for all previous rainfalls and floods in that vicinity, whether ordinary or extraordinary. Other witnesses testified that the old high water mark was something like a foot and one-half below the girder of the present bridge. It was also shown that the pressure above the fill was not sufficient to push out the fill. It would have taken ten or twelve times the amount of pressure to have done so. The fill was washed out by the water overflowing the fill. Defendant further showed that the bench mark, or the point from which the high water elevations were taken prior to 1909, was 3 feet and 2 inches lower than the bench mark used in 1913. It also appears that the pike bridge some distance below the railroad bridge was washed away.

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Louisville & Nashville Railroad v. Conn, 179 S.W. 195, 166 Ky. 327, 1915 Ky. LEXIS 670 (Ky. Ct. App. 1915).

179 S.W. 195 (Louisville & Nashville Railroad v. Conn) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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