Tiedeman v. Village of Middleton

130 N.W.2d 783, 25 Wis. 2d 443, 1964 Wisc. LEXIS 588
CourtWisconsin Supreme Court
DecidedOctober 27, 1964
StatusPublished
Cited by9 cases

This text of 130 N.W.2d 783 (Tiedeman v. Village of Middleton) is published on Counsel Stack Legal Research, covering Wisconsin Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Tiedeman v. Village of Middleton, 130 N.W.2d 783, 25 Wis. 2d 443, 1964 Wisc. LEXIS 588 (Wis. 1964).

Opinion

Wilkie, J.

Three issues are presented on this appeal:

1. Does the city of Middleton have the right to discharge surface water from the drainage area onto appellants’ land?

2. Did appellants acquire a prescriptive right to the diversion of the surface water by the railroad embankment?

3. Are appellants entitled to injunctive relief in this situation?

First: Does the city of Middleton have the right to discharge surface water from the drainage area onto appellants’ land? There are two possible theories under which the city *449 could drain water on appellants’ land: (1) Allowing the water to continue the direction of its natural flow, and (2) the power of a municipality to divert water incidental to construction of sewers or streets.

(1) Direction of Natural Flow.

Municipal corporations have the same rights in regard to surface waters as have individuals. 1 A municipality may, therefore, channel surface water in its natural direction via conduits rather than over the surface or by percolation if no new watershed is tapped and the volume of water is not increased. 2

The trial court found that with a minor exception, all the surface water from the whole drainage area (58 acres) would have drained naturally into the pond were it not for the railroad embankment. The exception was a half-acre tract lying north of the tracks between Park and Maple streets. The court found that this small area would not have drained into the pond had it not been for the Middleton storm-sewer system, but that the amount of water it contributed to the pond was negligible. Appellants assail these findings as being contrary to the evidence.

The trial court’s findings of fact will not be disturbed unless they are against the great weight and clear preponderance of the evidence. 3 If upon consideration of all the evidence, this court could reasonably arrive at the same conclusion, the finding below will not be upset. Appellants contend, and it is undisputed, that there are several depressions within the drainage area in which surface waters ac *450 cumulate. All the water, then, does not ultimately end up in the pond. However, this literal construction of the finding flies in the face of common sense. The trial court certainly was aware that not only does water evaporate into the air and percolate into the ground, but that it ponds in low spots. The sum and substance of the finding is that all of the water in the drainage area which does drain, would find its way naturally to the pond if it were not for the railroad embankment. The finding cannot be disturbed because there were a few ponding areas.

Appellants argue that the record is void of evidence proving that water from the drainage area would have reached the pond prior to the time the railroad embankment was laid. It is not surprising that neither side could produce a witness with firsthand knowledge of the water flow one hundred years ago. Witnesses on both sides testified in essence that water in any part of the drainage area, with the one exception, would flow southerly toward the pond. Appellants’ expert, Meklin, presented corroborating evidence in the form of land elevation readings. The elevation of the pond hovered around 910. The elevation of the swale, which lies between the tracks and the pond is 924.20. The elevations of various streets and corners within the drainage area are greater than those of the pond and the swale by the indicated amounts, respectively: Middleton and Hubbard (20 and 6 feet), Hubbard and Park (30 and 16 feet), Henry and South (21 and 8 feet), Park and South (25 and 11 feet), Mayflower and South (32 and 18 feet), Maple and South (30 and 16 feet), Elmwood (32 and 18 feet), Hubbard (28 and 14 feet), and South (20 and 6 feet). Would appellants have this court overrule the law of gravity and decide that water does not run down hill? It is true that these are 1960 readings. But due to the significant differences in elevation, the trial court could have reasonably relied *451 on the readings in conjunction with the testimony to conclude that had the tracks not been there, the water would have flowed to the pond. The finding is not against the great weight and clear preponderance of the evidence.

Appellants also contend that a new watershed — the Anderson and Meadows developments — was tapped by the drainage system. The testimony and the elevation readings indicate that except for the small area, which was correctly determined to be of no import, the water from these developments always would have drained into the pond had it not been for the embankment.

-Furthermore, the volume of water routed to appellants’ land by the drainage system was not increased. The best evidence of this are the readings showing that the level of the pond did not rise significantly after the installation of the new culvert system. The elevation of the pond on August 22, 1960, was 909.66. After a 3.74-inch rainfall on September 18th, a 910.57 reading was taken. Readings on November 17th, January 17, 1961, and June 27, 1963, were 910.35, 910.08, and 908.96, respectively. The last water level reading was actually lower and the intervening levels not appreciably higher, than the first reading. Appellant Lemcke testified that the pond overflowed Park street about 40 years ago. The elevation of Park street, without the present grading, is nearly two and a half feet higher than the pond. Thus the depth of the pond was considerably higher before any draining system was established than it is now.

Appellants contend that the water north of the tracks is discharged from a “natural reservoir” contrary to Pettigrew v. Evansville, 4 The case is distinguishable. In Pettigrew a landowner complained that the city threatened to drain a large body of standing water, created by the active participation of the city, onto his land. The court stated, at page 230:

*452 “. . . we know of no adjudged case where it has been held that the waters of a natural pond or reservoir upon the land of one person may be drained by him directly upon the land of another, greatly to his injury; nor where one owner has been allowed, by means of a ditch, trench, sewer or the like, to gather the surface water from his own land and throw it upon the land of another, so as materially to lessen its value and produce injury to the owner.”

The important distinctions between Pettigrew and the case at bar are: (1) The water here would flow naturally to the adjoining land; (2) the water here was not in any standing or permanent body of water.

The facts of Pettigrew have been held to be “exceptional.” 5 The facts in the instant situation are also clearly different from those in Pettigrew.

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Bluebook (online)
130 N.W.2d 783, 25 Wis. 2d 443, 1964 Wisc. LEXIS 588, Counsel Stack Legal Research, https://law.counselstack.com/opinion/tiedeman-v-village-of-middleton-wis-1964.