Owens v. Fayette County

40 N.W.2d 602, 241 Iowa 740, 1950 Iowa Sup. LEXIS 397
CourtSupreme Court of Iowa
DecidedJanuary 10, 1950
Docket47519
StatusPublished
Cited by2 cases

This text of 40 N.W.2d 602 (Owens v. Fayette County) is published on Counsel Stack Legal Research, covering Supreme Court of Iowa primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Owens v. Fayette County, 40 N.W.2d 602, 241 Iowa 740, 1950 Iowa Sup. LEXIS 397 (iowa 1950).

Opinion

WenNERSTrum, J.

— Plaintiffs sought an injunction and damages for claimed wrongful concentration of water flowing from dominant lands to the east and south of their property 'with resulting damage to their land. The trial court enjoined defendants from causing damage to plaintiffs’ lands and ordered the removal of culverts and dams placed in the highway but denied damages. Plaintiffs have not appealed from decree dismissing the claim for damages. Defendants have appealed from decree of injunction against them.

Appellees own a 320-acre farm north and west of the intersection of north-and-south and east-and-west secondary roads. It is servient as to drainage to the land east of the north-and-south road and south of the east-and-west road. Prior to 1944 the east-and-west road to the west of the intersection was low and when there was heavy rainfall the drainage from the lands south of this road overflowed the highway and in part drained to the west along the road and to a greater extent drained to the north onto appellees’ land in the natural course of drainage. The east-and-west road west of the intersection, as well as ap-pellees’ land, as shown by the topographical map introduced in evidence, slopes to the west. It is not questioned, however, that appellees’ land is servient in the matter of drainage to the land east and south of it.

During 1944 the defendant-county raised the grade of the east-and-west highway to the west of the intersection for an approximate distance of 500 feet and for 200 to 300 feet east of it. The grade on the north-and-south road was also raised for approximately 100 feet north of the intersection. At a point 180 feet west of the center of the intersection a new concrete culvert was installed in the raised grade of the east-and-west road. Previously one had not been there. At a point approximately 31 feet west of this north-and-south culvert ditch blocks or dams were placed across the road ditches on both sides of the grade to stop or retard the water from going farther west. The county engineer of Fayette County, testifying for appel *742 lants, stated: “These road blocks were put in at the natural grade elevation that existed before there was any highway there.” There was no evidence presented by this witness as to what was the natural grade elevation except as it may be inferred from an examination of the contour or topographical map. It may properly be. concluded that these blocks or dams were raised to the top of the ditch along both sides of the road and to the level of the Owens land to the north. In referring-to the contour map the county engineer, on cross-examination, further testified:

“May I explain that these contours represent the original ground elevation and from what has been said here of the map it may have been that this area in this road here in the southeast comer was extremely low prior to the time that this road improvement was made. It was low enough so that the water ran to the west along the road and down the road, over the road so that from the time this ground was in its natural condition up to the time that this road improvement was made, changes took place in these elevations that I am unable to tell you what they were, other than to assume that it was lower. The nátural ground elevation sloped downhill to the West from the intersection. Water could run down that roadway now if it did not go off into the ditches. I think water from the road could go all the way down there 'from its present elevation although I wouldn’t say.”

In the north-and-south road a new 48-inch circular concrete culvert was placed in line with the ditch on the north side of the east-and-west road. Apparently there had been a smaller culvert at or near this point.

Appellants contend the natural course of the waterflow is from southeast to northwest across the Owens land. They maintain they have the right to collect the water from the dominant land east of the north-and-south road and south and east of the culvert in the east-and-west road and have it flow through this culvert onto the Owens land in its natural course.

It is the claim of the appellees that at the time of the trial there had developed well-defined ditches across their land which varied in width from 4 to 16 feet and frpm. 2 to 6 feet in depth. *743 They further maintain that the dams plaeed in the ditches and the north-and-south culvert in the east-and-west road resulted in forcing an unusual amount of water out of the north outlet of the culvert which produced the ditches on their land. It is also contended that appellants’ employees in order to facilitate the flow of the water cut a ditch on appellees’ land in line with the north outlet of the culvert. As to the cutting of this ditch the former county engineer, in charge of construction in 1944, testified on cross-examination:

“Q. The waters never formerly had been concentrated at that point, had they? A. Hadn’t been concentrated at any point in that area. Q. So the only water prior to that time that could run onto the plaintiffs’ land in the southeast corner to 170 feet west would be the water that got beyond 3 feet in depth. Then it ran over the grade, isn’t that correct? A. Well, it wouldn’t have to be only about a foot deep or a few inches. There wasn’t any grade and the ditches were filled. Q. Then after you' excavated the ditches the water would have to rise at least 3 or 4 feet before it could run over, would it not, in the north ditch? A. If there were no opening for an outlet. Q. There is no question, is there, Mr. Finch, that you have concentrated the waters at Point 13 [location of north-and-south culvert in east-and-west road] from both culverts? A. That was our intention. Q. And would that be to provide a new outlet ? A. That is right. Q. At the time you did that you did not anticipate possibly the damage that has resulted, isn’t that correct? A. Well, we were not required to anticipate damage at a remote distance from this point , and there could be very little damage there, Mr. Donohue, because of the amount of right-of-way involved was so very small. Q. You admit-that there has been damage resulting, do you not? A. At this point? Q. But there has been damage caused by the water ? A.. There has been damage caused by the water before but the county is not l’esponsible for the amount of water. Q. And you do admit that the water coming on there at Point 13 has caused damage to plaintiffs’ land? A. It has caused damage but that does not concern us. Q. Your attitude is that you are not concerned ? A. That is right. In a way we are concerned about it but we aren’t responsible for it and we cannot assume any *744 responsibility. We do not go out deliberately and do damage to anyone’s land. It is up to tbe owners of tbe land to protect themselves — in some cases, to loan tbe machines and labor required. It is up to them to assume that responsibility.”

Tbe law involved in this appeal is well-settled and tbe main question presented to us is the application of it to tbe facts. Section 309.44, Code 1946, reads in part as follows:

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Cite This Page — Counsel Stack

Bluebook (online)
40 N.W.2d 602, 241 Iowa 740, 1950 Iowa Sup. LEXIS 397, Counsel Stack Legal Research, https://law.counselstack.com/opinion/owens-v-fayette-county-iowa-1950.