Brink v. Kansas City, St. Joseph & Council Bluffs Railway Co.

17 Mo. App. 177, 1885 Mo. App. LEXIS 77
CourtMissouri Court of Appeals
DecidedMarch 30, 1885
StatusPublished
Cited by15 cases

This text of 17 Mo. App. 177 (Brink v. Kansas City, St. Joseph & Council Bluffs Railway Co.) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Brink v. Kansas City, St. Joseph & Council Bluffs Railway Co., 17 Mo. App. 177, 1885 Mo. App. LEXIS 77 (Mo. Ct. App. 1885).

Opinion

Opinion by

Philips, P. J.

I. We are urged by appellant, in an argument manifesting much zeal and ability, to reverse this case because there was not sufficient evidence to support the verdict. This has imposed upon the court a most onerous task, of examining minutely and patiently a most unusual mass of evidence, in such a case, which labor we have performed as best we could.

We will observe at the outset of this investigation, that the water in question cannot be regarded as surface water. The case is not like that of Abbott v. Railroad, recently decided by the Supreme Court. In that case the petition tendered two issues. First, the improper construction of the bridge, which caused the water of the natural water-course to overflow the banks of the stream; and, second, the negligence of the railroad company in constructing its track over the bottom lands, so as to divert the wafer coming against it whereby it was precipitated upon the lands of the plaintiff. The court holds in that case, that if the water expelled from the banks of the natural water course, was owing to the incapacity of the channel to contain the volume of water flowing on that occasion in the stream, regardless of the construction of the bridge, such water, after it left the natural channel and flowed over the bottom lands along the railroad track, was, in strictness, surface water. So that in determining the question of negligence in the [191]*191construction of the road bed, the waters as to that must be treated as surface water. ■

But in the case at bar there is no issue made as to the manner of the construction of the track embankments. But the principal and controlling question in this case is, whether or not the waters doing the damage complained of came from the two creeks, and whether or not the overflow was occasioned by the _ negligent act of the defendant in obstructing the natural waterflow of the streams. In the latter case the defendant would be liable.'

The negligence charged against the defendant in the petition is, first, that it had so carelessly and negligently built and constructed its bridges over the creeks, and, second, that it had so obstructed their beds, or channels, by pilings or logs, driven therein and sawed off between the water and the bridge, and by other obstructions, as to prevent the free run of the waters of said creeks as theretofore.

It will not, I presume, be controverted, that proof of either of the alleged grounds of negligence would be sufficient to support the action. As to the first ground, the negligent construction of the bridges, we confess there was but little evidence, if any, to support that issue. There were some bents put in each of the bridges, and some supports standing in the channel, which seem to have caught drift, but whether these were essential and necessary in the construction of the bridge, was not so put to the jury as to have warranted a verdict on that branch of the petition.

But, on reading the record, it is manifest that the real issue on trial, to which the evidence was mainly directed, and the instructions given, as well as those refused, placed before the jury for their consideration, was whether the pilings left in the bed of the creek at Bush creek were the occasion of the mischief complained of. The evidence, offered by plaintiff, tended to prove that at the bridge over Bush creek the defendant had, previous to this flood, in the construction or reconstruction [192]*192of the bridge, placed in the bed of the stream posts or logs, designated as pilings. They appear to have been employed as temporary supports. After they had performed their office the defendant cnt them off, to the number of 22. The evidence tended to show that these stumps were cut off from two to three feet above the ordinary surface of the water. They extended across the bed of the creek, and up the sides of the banks. The distance from the top of these pilings to the chord, or stringer of the bridge was from five to six and three-twelfths feet. On or up the sides of the banks, these pilings were higher than in the bed of the stream.

The contention of the plaintiff is, that at this bridge, when the water rose in the creek, the effect of these pilings was to catch drift of every kind floating down the current, and thus each piece of drift so lodged would form a lodgment for its successive floater, until as the stream continued to rise this accumulation of drift increased, choking up the natural channel, or outlet, of the water under the bridge, forming back water. So that the inevitable result would be, the escape of the water over the banks of the creek. Whether such was the fact was peculiarly a question for the jury.

The plaintiff’s evidence tended to show that, on the occasion of the rainfall in question, the drift caught and .lodged against and about this bridge, in a manner and to an extent not observed prior to the placing of these pilings in the channel. This drift accumulated until it extended back above the bridge seventy-five or eighty yards. The natural tendency of this obstruction would be to prevent the escape of water through the channel under the bridge, and to dam and force it back, so it must rise on the banks and ultimately break over.

The evidence further showed that there was a county bridge over this creek about 300 yards above the railroad bridge, and at a point 40 yards below this county bridge the water escaped from the banks of the creek and run out on to the fields, as well as from and about the [193]*193bridge. Whether the drift and back water from the railroad bridge had any influence, and if so to what extent, in forcing this vent, was a question of fact for the jury.

There are some facts, appearing from the plaintiff’s evidence, which to my mind might not unreasonably have warranted the jury in drawing the inference that there was something at and about this bridge which had something to do with the prevention of the escape of the water through the natural channel. One of the witnesses testified, that there was no accumulation of drift at the county bridge, constructed over this stream, in the vicinity of the railroad bridge, and on the same plane. A number of witnesses testified to the fact that early in the morning after this rainfall when they visited the bridge the water was escaping in the centre of the current beneath the bridge; that the drift was lower in the centre than on the sides, and that on the east side, where the water had run from the creek on to the land along the railroad track, the drift was piled up to the apron of the bridge. One witness, an employe of defendant, testified that this drift, or some of it, touched the bottom of the creek. This would justify the inference that something in and about the bed of the stream must have caught it. And some of the witnesses testified that the pilings cut off up the east bank, where there was the greatest accumulation of drift, were left higher than the bed of the creek. The evidence further showed that on account of the immense pressure against this bridge it was forced out of line.

Some idea of the immensity of this accumulated drift may be gathered from the statement of one or more of the -witnesses for plaintiff, that it occupied seven or eight men a day or more in clearing it from its lodgment in and about the bridge, and shoving it into the current.

Now that the twenty-two pilings, extending as they did, had a tendency to catch this drift and obstruct the [194]

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Cite This Page — Counsel Stack

Bluebook (online)
17 Mo. App. 177, 1885 Mo. App. LEXIS 77, Counsel Stack Legal Research, https://law.counselstack.com/opinion/brink-v-kansas-city-st-joseph-council-bluffs-railway-co-moctapp-1885.