153 Iowa 295 | Iowa | 1911
Plaintiff owns the N. % and the defendant the S. % of the S. E. % oí the section. Through this quarter, the Chicago, Milwaukee & St. Paul Railroad extends from about forty rods east of the northwest corner to a point a little west of the southeast corner. Southwest of the railroad is a watercourse known as West Paradise Creek, entering the quarter five or six rods south of the northwestern corner, and running southeasterly out beneath the railroad bridge near the southeast corner. The banks of this stream are six or seven feet deep, and ordinarily the water was from .six inches to a foot deep, and three or four feet wide at the bottom, which was hard with some gravel. In 1907 the defendant cut willow, ash and brush, and threw these into the creek with butts up stream its entire course through his land, with the exception of about one hundred feet, and later excavated a ditch in a direct line from a point a short distance below the division fence two thousand one hundred feet to near the railroad bridge. To force the water into the ditch he constructed several dams, one of which was immediately below the upper end of the ditch.
About fifteen acres of plaintiff’s land east of the creek are cultivated, and ten or twelve acres west of it are used for pasture, and there was a ford just north of the partition fence where his cattle drank and crossed the stream. The effect of the defendant’s improvements was to back the water on plaintiff’s land, retard its movement, fill the ford with debris and mud several feet deep, so that the cattle could not drink or cross there without danger of miring, and, at times of freshets, to overflow his field and pasture.
The situation is shown on the accompanying map:
Instead of excavating an adequate ditch, the defendant plowed a furrow along the line of the proposed ditch and dug this out, so that it was about eighteen inches deep and eighteen, inches wide where he intended to take the water from the stream. The dams and other obstructions held the water back, forcing it through the ditch, and this washed out the ditch gradually, and, of course, mud and debris settled in the bottom of the stream above to the depth of several feet. An engineer testified at the hearing in April, 1909, that the upper end of the ditch was then four feet higher than the old bottom of the channel and one foot higher than the bottom was at that time. An opening in the upper dam was made after the action had been commenced, and, after evidence showing the facts as
It should be added that, upon a clear showing that the ditch has been so widened and deepened as to be adequate to carry off the water so as not to raise the water level at the line as it was originally, this decree may be modified. Without the aid of a competent engineer, it would seem that, in view of the fall of fourteen and five-tenths feet in so short' a distance, the situation might readily be remedied without great expense. Costs will be taxed to appellant.— Modified and affirmed.