Bennett v. County of Eaton

65 N.W.2d 794, 340 Mich. 330, 1954 Mich. LEXIS 360
CourtMichigan Supreme Court
DecidedSeptember 8, 1954
DocketDocket 23; Calendar 46,017
StatusPublished
Cited by13 cases

This text of 65 N.W.2d 794 (Bennett v. County of Eaton) is published on Counsel Stack Legal Research, covering Michigan Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bennett v. County of Eaton, 65 N.W.2d 794, 340 Mich. 330, 1954 Mich. LEXIS 360 (Mich. 1954).

Opinion

Butzel, C. J.

Plaintiffs, John and Gertrude Bennett, are owners of a farm situated on the east side of Canal road, at that point a north-south highway, in Eaton Rapids township, Eaton county, Michigan. Plaintiffs’ northerly boundary is located 40 rods south of Petrieville road, an east-west highway which intersects Canal road approximately 80 rods to the north of plaintiffs’ home. A third person not *332 á party to this litigation owns the land fronting on the east of Canal road between Petrieville road and plaintiffs’ northerly boundary. Plaintiffs’ home and farm buildings are situated 40 rods from the north boundary immediately to the east of Canal road. The southern boundary line of plaintiffs’ farm intersects Canal road at a point 80 rods south of these buildings. Plaintiffs’ frontage on Canal road is in total 120 rods. The farm land to the west of Canal road is owned by one Slade, not a party to this suit, whose home and buildings are approximately opposite those of plaintiffs. The present litigation concerns the drainage of surface water upon a portion of plaintiffs’ land between plaintiffs’ buildings and the northern boundary of their farm.

In the summer of 1949 the Eaton county road commission, defendant herein, reconstructed Canal road. Prior to that time Canal road was in poor condition, particularly during the spring of the year. At that time water ran down the middle of the road and collected on the road, vehicles became mired and the road was virtually impassable. The road had at times washed out. Canal Road as reconstructed is a crowned gravel road 30 feet in width and has at all times since 1949 been in good condition for vehicular traffic. Following the improvement of,this road, ditches were constructed along both sides of the highway. Two tile culverts about 14 inches in diameter were placed under the road and connected the east and west ditches. One culvert about which plaintiffs admit no complaint could be made was placed near the point where plaintiffs’ northerly boundary intersects Canal road. The second or south culvert was positioned, at John Bennett’s request, at a point 100 feet north of the low spot where surface water in the spring formerly ran easterly across the highway onto plaintiffs’ land. This culvert is located several rods north of the line of plain *333 tiffs’ buildings and carries water from the west ditch to the east ditch. The water in the east ditch drains on plaintiffs’ fields. The water thus carried onto plaintiffs’ land has created a 2-acre low marshy spot which is allegedly unfit for farming purposes. Previous to the installation of the south culvert drainage from the east ditch had not interfered with plaintiffs’ farming.

For 25 years prior to the reconstruction of Canal road, waters from the westerly half of the road and the land to the west collected in the old west ditch and ran south to a point 8 to 10 rods south of the line of the Slade and Bennett buildings where the ditch ended. From that point the water followed a natural course and ran southwest to a low spot on the Slade property. Culverts in the west ditch under the 2 driveways to the Slade buildings permitted the water to pass in the southerly direction. Evidence in the case indicates that general debris had collected in the west ditch north of the culverts under the Slade driveways and evidently impeded the flow of water to the south. Some water that would normally have drained in the west ditch to the southwest low spot on the Slade property apparently backed up and ran through the south culvert onto plaintiffs’ land.

Canal road curves to the west about 800 feet north of the south culvert. This curve in the highway is banked with a slope to the southwest. Plaintiffs contend that surface water collects there and cannot flow in the natural easterly direction due to the banking of the curve. The water runs into the ditch on the west side of the road, flows down the ditch and passes through the south culvert onto plaintiffs’ land. Plaintiffs contend that this banked curve creates an artificial condition that collects and diverts the normal flow of surface waters. Plaintiffs further assert that the crowned highway acts as a *334 barrier to the normal easterly flow of surface water and prevents the dispersion of the water over its natural area of drainage. Plaintiffs contend that the acts of the defendants constitute an unlawful diversion and collection of surface waters, and that through the south culvert the defendants have caused to be cast upon plaintiffs’ land (1) surface water which in its natural course would have drained on other lands away from plaintiffs’ farm, and (2) large concentrations of surface waters which would in the natural state have drained in a dispersed manner over plaintiffs’ farm without damage to the land. Plaintiffs filed a bill of complaint in the circuit court for the county of Eaton praying for a mandatory injunction compelling the removal of the culverts across Canal road. In addition plaintiffs sought damages for the injury to their land in the amount of $1,000. The lower court granted the injunction enjoining the passage of water through the south culvert but denied the claim for damages due to the inadequacy of the proofs. Plaintiffs have not filed a cross appeal from the denial of the claim for damages.

Clarence Hoedeman, an engineer and surveyor employed by the defendant road commission, surveyed the area and prepared a contour map which was submitted as part of the record in this case. This map and Hoedeman’s testimony shows that the fall of the land in this area is toward the east and the south, but the slope to the east is approximately 10 times greater than that to the south. During cross-examination Hoedeman testified as follows:

“Q. Can you tell from your observations up there if the land from the curve continued to fall off some east?

“A. Yes, it would.

“Q. Then from the figures I have given and I believe you agreed that if the road were not there the *335 surface water would cross into, would drain generally east and south, is that right!

“A. Generally speaking, yes.

“Q. In other words, it would he dispersed over a much larger area than it now is, is that correct!

“A. Sure.”

The natural flow of water off the highway north of plaintiffs’ northerly boundary would be to the east and then toward the north to Petrieville road, across lands owned by a third person. Hoedeman testified that “if the road were not there the water coming from around the curve and going about halfway down to where Mr. Bennett’s north boundary is would go to the east and would not concentrate by the house, as far as the survey shows.”

The questions involved, as set forth by plaintiffs and defendants on appeal, merely restate the factual issues. Plaintiffs contend that the defendants have diverted surface water from its natural direction of flow, increased the amount of natural flow, and cast such amount on plaintiffs’ land in concentrated quantities.

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Bluebook (online)
65 N.W.2d 794, 340 Mich. 330, 1954 Mich. LEXIS 360, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bennett-v-county-of-eaton-mich-1954.