Payne v. Missouri Valley Drainage District

272 N.W. 618, 223 Iowa 634
CourtSupreme Court of Iowa
DecidedApril 6, 1937
DocketNo. 43391.
StatusPublished
Cited by7 cases

This text of 272 N.W. 618 (Payne v. Missouri Valley Drainage District) 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
Payne v. Missouri Valley Drainage District, 272 N.W. 618, 223 Iowa 634 (iowa 1937).

Opinion

Donegan, J.

Missouri Valley Drainage District No. 1 in Fremont County, Iowa, was duly established in 1923. This district includes a total area much larger in extent than the lands involved in this case. The plaintiff, Payne, is the owner of the south half of section 13 in township 68, and this land adjoins the east line of said township and the west line of section 18 in the township to the east thereof. An open drainage ditch, designated as ditch No. 8, which begins more than a mile north of plaintiff’s land, extends southward on the center section line through plaintiff’s land and for a distance of approximately two miles south thereof, where it opens into an outlet ditch known as ditch No. 6. Another open ditch, designated as ditch No. 10, begins about one mile north of the northeast corner of plaintiff’s land, extends southward, parallel with and one half mile east of ditch No. 8, and along the east line of plaintiff’s land to a point where its waters are discharged into a settling basin, which covered an area of about 240 acres. The west side of this settling basin extends from a point about midway on the east line of plaintiff’s land for approximately three quarters of a mile to the south. The north end of the basin is about half a mile in length, the south end about a quarter of a mile in length, and the east side extended diagonally from the northeast to the southwest. The northern end of ditch No. 10 received the water from a stream known as Cooper Creek, which came from hilly country along the bluffs of the Missouri River some distance to the northeast of where it connected with this ditch. Along the east or southeasterly side of the basin was another open ditch designated as ditch No. 9. Ditch No. 9 began approximately a half a mile northeast of the northeast corner of the settling basin and, about midway from its beginning and the corner of the settling basin, it was joined by two other short open ditches. From that point it extended southwesterly along the east side of the settling basin to the southeast corner thereof, and thence southward and southwesterly to where it opened into ditch No. 6, which was also the outlet from ditch No. 8.

The land in this entire territory is very fiat, being practically level from east to west and having an average slope from *636 north to south of about one foot per mile. As originally constructed, ditch No. 8 carried only such surface water as flowed into it from the lands adjacent thereto and such subsurface water as was carried into it by tiled drainage lines from such lands. Ditch No. 10, one half mile to the east of No. 8, carried the waters from Cooper Creek into the settling basin, where it terminated. The purpose of the settling basin was to retard the flow of the water coming into it through ditch No. 10, so that the silt and sediment which would be held by the waters coming from Cooper Creek in times of flood would be precipitated in the settling basin, and these waters would then flow out, through openings in the east side of the settling basin and some distance above the bottom thereof, into ditch No. 9. Between the time this drainage system was originally constructed and the year 1932, the silt and sediment carried into the settling basin had filled it up to such an extent that it no longer performed the function for which it was constructed. Breaks had also occurred in the retaining dyke on the southeast side of the basin adjoining ditch No. 9, and silt and sediment as well as dirt from the broken dyke had been carried out of the settling basin into ditch No. 9 in such quantities that this ditch had filled up to such an extent that it also was not functioning. With this condition confronting it, the board of trustees of the drainage district began to consider plans for making some other disposition of the waters which came from Cooper Creek through ditch No. 10. The plan adopted was the construction of a new settling basin on the northeast quarter of section 13, with openings into ditch No. 8, through which the water would be carried to the main outlet ditch No. 6, and the cleaning out and deepening of ditch No. 8. This new settling basin was directly north of the east half of plaintiff’s land, its east side adjoined the west side of ditch No. 10, and its west side adjoined the east side of ditch No. 8. Before ordering this work and having it done, the board did not go through the proceedings had in the case of the original establishment of drainage ditches. Instead, it considered this work to be repairs, gave no notice to property owners, made no reclassification of the property for the purpose of levying assessments, and was about to levy assessments on the basis of the old apportionment when plaintiff instituted this action.

This action is based on the contention that, in acquiring land for and constructing a new settling basin, and in diverting the *637 waters from Cooper Creek from ditch No. 10 through the new settling basin and thence into ditch No. 8, the board is not making repairs to the drainage system as originally established, but is doing new work in carrying out a new system of drainage, and that the board has no power to do these things without going through the proceedings as in the case of an original establishment of a drainage system. The plaintiff claims that, if the defendants be allowed to establish and maintain this new settling-basin with its outlet into ditch No. 8, the silt and sediment carried in the flood waters from Cooper Creek through the settling-basin into ditch No. 8 will cause that ditch to fill up and the tiled drainage system constructed by plaintiff on his land will be rendered worthless and he will be greatly damaged. Plaintiff further alleges that, in connection with the work of establishing said new basin, the defendants have cleaned out said ditch No. 8 and in doing so have taken property belonging to the plaintiff in excess of the property which said drainage district has a right to occupy as right of way for said ditch. Plaintiff asks that the defendants be enjoined from levying any assessments to pay for the work done; that a mandatory injunction issue restraining them from maintaining the said settling basin and outlet into ditch No. 8; that, in case said settling basin is maintained, they be required to construct adequate dykes around it and to cause a new and different outlet from said new settling basin without using ditch No. 8.

The defense set up in the answer is that in acquiring and constructing the new settling basin, in cleaning out ditch No. 8, and in diverting the waters through said settling basin and ditch No. 8, the board was making- repairs as provided in section 7556 of the Code; that the cost of such repairs did not exceed 10 peícent of the original cost of the improvement; and that the assessments to be made are under section 7558 and do not require notice or a new classification.

The first and most important question to be determined in this case is, whether the work done constitutes repairs within the provisions of said section 7556 of the Code. Said section is as follows: *638

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Bluebook (online)
272 N.W. 618, 223 Iowa 634, Counsel Stack Legal Research, https://law.counselstack.com/opinion/payne-v-missouri-valley-drainage-district-iowa-1937.