Kansas Pacific Railway Co. v. Lundin

3 Colo. 94
CourtSupreme Court of Colorado
DecidedFebruary 15, 1876
StatusPublished
Cited by11 cases

This text of 3 Colo. 94 (Kansas Pacific Railway Co. v. Lundin) is published on Counsel Stack Legal Research, covering Supreme Court of Colorado primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Kansas Pacific Railway Co. v. Lundin, 3 Colo. 94 (Colo. 1876).

Opinion

Hallett, C. J.

Briefly stated, the facts in this case, as given in evidence at the trial below, appear to be as follows :

In July, 1872, a violent rain storm occurred on the line of appellant’s road, and produced a flood in a dry ravine or arroya, called Coon creek, which falls into Big Sandy creek. Thereby an embankment leading up to a bridge at the mouth of the arroya was washed out, and a midnight train, bearing appellee’s intestate as a passenger, plunged [98]*98into the chasm, and the latter, with others, was killed. Negligence is not imputed to the persons in charge of the train, but the question is, whether the road was properly constructed at the place where the accident occurred. In describing the place, the witnesses speak of an old channel of the Sandy, which, with the space intervening between that channel and the new channel of that stream, formed a semi-circular basin, which was traversed by the railroad proceeding from east to west along the course of Sandy. Into this basin, on the north side of the railroad, the dry channel of Coon creek came, and the channel of Sandy, which was almost as dry as its tributary, was on the south' side of the railroad and 150 to 200 feet distant from the latter. At bottom, the basin was somewhat unequal, but the old channel was quite level; according to some witnesses, it inclined slightly to the east, but not enough probably to affect very greatly the flow of water therein. In general elevation, it was several feet lower than the surrounding country, and but little higher than the bed of Sandy. A bridge 70 feet in length was located 40 or 50 feet from the east bank of the basin, apparently, to allow water discharged out of Coon creek to pass down to the new channel of Sandy. Connecting the bridge with the rim of the basin at the east, was the embankment which washed away, and which was made of earth taken from a cut which led up to the basin. The evidence was clear to the point, that the earth or sand used in the embankment would not resist the action of water, and of course, it was not adapted to the use which was made of it. The engineer in charge of the work, when the road was constructed, directed that the bridge should be located at or near the east- bank, but afterward, upon a suggestion from the person who was grading the road, he allowed it to be placed further west. Indications of water having been in the channel, existed at the time the road was built, but it was not clear that any considerable volume of water had passed through the channel. One witness, who assisted in building the bridge, [99]*99gave some account of a flood which occurred while he was at work there, but he was not certain as to the locality; and from other testimony, it is probable that he was mistaken as to the place. However that fact may be, the witness was undoubtedly in that neighborhood and his testimony is of some value, as tending to prove that storms prevailed in that region of country at the time the road was built, and that the officers of the company knew or might have known that the road would suffer from great floods. Within knowledge of the people of the vicinage, no such storm as that which caused the disaster had occurred, nor had any such volume of water been seen in the channel of Coon creek. On the night in question, it was probably five feet deep and it flowed with a rapid current.

Upon these facts, a principal question presented in the record is, whether the road at the point where the accident occurred was properly constructed to resist the action of the elements upon it. That the company was bound to exercise the highest degree of care in that respect is conceded, and if the officers of the company knew, or could have ascertained by diligent inquiry, the danger to which the road was exposed, they were bound to guard against it. This is the principle founded upon public policy which was recognized by this court in a case which grew out of the same accident (2 Col. 442), and it is supported by unquestionable authority. Moods of the volume and violence of which destroyed the road, although infrequent, were not unknown on the plains, and in the region of country where the accident occurred. One witness had some knowledge of six storms of much the same character within the Territory, and another gave an account of one which occurred near the scene of the disaster at the time when the road was built. Aside from this, the fact that such storms have visited different localities, and their destructive power is part of the history of the country, of which we are justified in taking some notice; it is true, that this peculiarity of the climate was not as well known [100]*100in the year 1870, when the road was built, as it is at present, but it was then sufficiently known to demand the attention of the company.

It is true also, as the evidence shows, that these storms are erratic, rarely recurring in the same place and usually confined to a small territory. That circumstance may be sufficient to relieve a railroad company from the imputation of negligence which might be inferred from a failure to provide a sufficient water-way in places where there is no natural channel, and nothing in the topography of the country to suggest danger from water. We shall presently show that the same circumstance will often rebut a presumption of willful misconduct in constructing the road, but it cannot avail to relieve a company from the duty of providing sufficient water-ways in places where, as in the case at bar, there is a natural channel which drains a considerable territory. Experience proves that in such places large bodies of water may accumulate, and although this does not often occur, the safety of the traveling public demands that ample provision shall be made for it.

Referring to the evidence in this case, it is only necessary to say in this connection that the embankment which was washed away was manifestly inadequate to withstand a large body of water, as the catastrophe which gave rise to this suit sadly proved; and the company was negligent in placing it there. The case of Withers v. The North Kent Ry. Co., 3 H. & N. 969, in which, upon facts somewhat analogous, the company was discharged, is not controlling, for in that case negligence was not shown. In a humid climate it may not be necessary to guard against such torrents as that which swept over appellant’s road, but with us the necessity exists, and railroad companies should recognize it. placing it there. The case of Withers v. The North Kent By. Co., 3H. &1ST. 969, in which, upon facts somewhat analogous, the company was discharged, is not controlling, for in that case negligence was not shown. In a humid climate it may not be necessary to guard against such torrents as that which swept over appellant’s road, but with us the necessity exists, and railroad companies should recognize it.

To these general remarks touching the liability of the company, something should be added upon the question of exemplary damages which was submitted to the jury. Of the right to such damages under the statute (9 Sess. [101]*101117) it is enough to say that it was recognized in Kansas Pacific Railway Co. v. Miller, 2 Col. 442. But the application of the rule to cases of this kind must be with the limitations which obtain in other cases, and upon that point we have a valuable opinion from the supreme court of the United States. In Milwaukee & St. Paul Railway Co. v.

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Bluebook (online)
3 Colo. 94, Counsel Stack Legal Research, https://law.counselstack.com/opinion/kansas-pacific-railway-co-v-lundin-colo-1876.