after stating the case: There are only two exceptions discussed in the appellant’s brief, ,and those not mentioned are to be taken as having been abandoned under Rule 40 of this Court.
The Court below need not submit issues in any particular form. If they are framed in -such a way as to present the material matters in dispute and so as to enable each of the parties to have the full benefit of his contention before the jury and a fair chance to develop his case, and, if when answered, the issues are sufficient to determine the rights of the parties and to support the judgment, the requirement of the statate is fully met.
Hatcher v. Dabbs,
The two questions reserved, under the Rule, in the defendant’s brief, and to which the argument before us was mainly addressed, relate, first, to the competency of the plaintiff’s testimony as to the several breaks in his dam after the defendant’s cross-dam was constructed, and, second, to the liability of the defendant for having obstructed the flood-channel of the river on his own land by his cross-dam and thereby diverting the water to the plaintiff’s dam and causing the same to break and his lands to be flooded.
As to the relevancy of the evidence admitted by the Court, the ruling, we think, was free from error. The plaintiff testified that before the cross-dam was erected the overflow or flood-water of the river was accustomed to pass down the depression at the foot of his dam without doing any injury thereto, and that his flam was broken by the ponding of the water back against it, which was caused by the obstruction of the defendant’s cross-dam to its natural flow. He further stated that his dam had never been broken by the water before the erection of the cross-dam, but that after its erection, it had broken three, times during freshets, on account of the ponding of the water. There was. no objection when
*73
he testified to the first break in bis dam in May, 1901. I'Ve do not see wby the evidence as to all the breaks was not relevant to the issue. If the dam bad not been injured before the cross-dam, was erected and the water was ponded back, and the plaintiff’s dam was broken several times after it was erected, this would seem to indicate a causal connection between the erection of the dam and the injury wbicb followed. There was the positive evidence of the plaintiff as to the cause of the first break in the dam, namely, the freshet and the cross-dam; and, if necessary, this should be considered in passing upon the testimony to wbicb objection was taken. If by relevancy is meant the logical relation between the proposed evidence and the fact to be established, the testimony was admissible when tested by this definition. It is not a case where conditions are required to be the same, or at least similar, as where a comparison between two things is made to ascertain if they have the capacity to produce the same effect, as in
Rice v. Railroad,
This brings us to the consideration of the principal question in the case: Could the defendant legally obstruct what is known as the flood-channel of the river by erecting a dam across it and thereby force the water back upon the plaintiff’s dam to his injury, as already described ? We think it is thoroughly well settled that it cannot, but is liable for the damages which resulted proximately from its wrongful act. ‘‘'Every stream flowing through a country subject to a changeable climate must have periods of high and low water. And it must have not only its ordinary channel, which carries the water at ordinary times, but it must have, also, its flood-channel, to accommodate the water when additional quantities find their way into the stream. The flood-channel of the stream is as much a natural part of it as the ordinary channel. It is provided by nature and it is necessary to' the safe discharge of the (increased) volume of water. With this flood-channel no one is permitted to interfere to the injury of other riparian owners.” 3 Earnham on Waters, secs. 879 and 880. It is further said, by the same author, that *75 tbe courts are very nearly agreed that the flood-channel nrast be considered as a part of the stream, ,and no structures or obstruction of any kind can be placed in its bed which will have a tendency to dam the waters back upon the property of another riparian proprietor. The depression or drain which is mentioned in the evidence is a high-water channel of the kind described. It is auxiliary to the mam channel, relieving it when the water is high and the swollen stream overflows its banks, the low places on the river acting as natural safety-valves in times of freshets. These depressions or channels being provided by nature for the safe discharge of the large volume of water when the bed of the stream becomes incapable of retaining it, the course which the floodwater is in the habit of taking through them cannot be changed or obstructed to the injury of adjoining private land-owners. Farnham on Waters, sec. 880. The wrong committed in blocking such a channel is of the same character as that of one who closes a natural drain-way on his own land and thereby causes the land of an upper proprietor to be flooded by the backwater.
The principle governing this case has frequently been recognized and applied by this Court. In
Overton v. Sawyer,
The principle, in its application to flood-waters, is clearly stated in Jones on Easements,- sec. 729, where it is said generally that water, which in times of freshet overflows the bank of ,a stream and is accustomed to flow over adjacent lowlands in a defined stream, is to be treated as a water-course, rather than as surface-water, and a riparian owner is not allowed to stop the flow by erecting barriers to the injury of another. See, also, 13 Am. and Eng. Enc. (2 Ed.), 687;
Jones v. Railroad,
Tbe fact that other causes may have concurred with the defendant’s wrong in producing the injury does not relieve it of liability; for
tort-feasors
contributing to tbe same injury are jointly and severally liable.
Dillon v.
Raleigh,
The other exceptions, which are not mentioned in the brief of the defendant’s counsel, disclose no reversible error, as we have stated, and require no special-comment.
No Error.
