ALLEN ET UX. v. McCormick

238 P.2d 220, 193 Or. 604, 1951 Ore. LEXIS 325
CourtOregon Supreme Court
DecidedNovember 28, 1951
StatusPublished
Cited by10 cases

This text of 238 P.2d 220 (ALLEN ET UX. v. McCormick) is published on Counsel Stack Legal Research, covering Oregon Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
ALLEN ET UX. v. McCormick, 238 P.2d 220, 193 Or. 604, 1951 Ore. LEXIS 325 (Or. 1951).

Opinion

TOOZE, J.

This is a suit for an injunction and for damages, brought by John T. Allen and Helena S. Allen, husband and wife, as plaintiffs, against J. J. McCormick, as defendant. By his affirmative answer and counterclaim, defendant sought an injunction against plaintiffs and also damages. The trial court entered a decree (1) allowing plaintiffs an injunction, (2) denying damages to plaintiffs, and (3) dismissing defendant’s prayer for an injunction and damages. Plaintiffs appeal, and defendant cross-appeals.

Plaintiffs own 200 acres of land located in township 16 South of range 5 West of the Willamette meridian, in Lane county, Oregon. Defendant owns 235 acres of land located in the same township and range, which adjoin plaintiffs’ lands on the north. On the north portion of plaintiffs’ holdings, and immediately adjacent to defendant’s property, is a forty-acre tract. It is this latter land that is chiefly involved in these proceedings. All of these lands are within the large area covered by the Willamette valley flood control.

*606 The general downward slope and drainage of all these lands is in a northeasterly direction. The slope to the northeast through plaintiffs’ property is very slight, dropping approximately six inches to the mile. Hence, all of plaintiffs’ land, except a very small portion, is comparatively level. This includes the forty-acre tract.

Bear creek is now, and from time immemorial has been, a natural stream, the channel of which, until straightened as hereafter denoted, meandered across plaintiffs’ lands in a general northeasterly direction and thence, in the same direction, across defendant’s lands. It is an all-year running stream into which surface water, seepage, rainfall, flood waters, and other waters have drained and do now drain from the lands adjacent thereto. Several other streams also flow into Bear creek, three of them on plaintiffs’ property. Such waters flowed from the lands of plaintiffs and through defendant’s lands in said Bear creek channel, providing a beneficial drainage for said waters through and over the respective properties of the parties herein and a source of outlet therefor.

Plaintiffs complain that because of the erection and maintenance by defendant of a dam in Bear creek about 40 feet north of the boundary line between their respective lands, the regular and unobstructed flow of waters from their land is prevented, causing the water level in Bear creek to rise, particularly through said forty-acre tract, to their damage. This forms the basis of their prayer for injunctive relief and damages. Defendant, on the other hand, asserts that by reason of the straightening, widening, and deepening of the Bear creek channel and its tributaries by plaintiffs in 1947, there resulted a substantial increase in the rate of flow and volume of water carried from plain *607 tiffs’ lands into Bear creek, causing an overflow and the flooding of defendant’s property, resulting in damage thereto by erosion and the removal of topsoil therefrom. This is the gist of defendant’s claim for injunctive relief and damages.

In 1942 defendant constructed a small dam in Bear creek about 65 feet north of the boundary line between plaintiffs and defendant. This dam remained there for three years, when it was washed out. In 1945 he constructed a new dam at its present location. This dam was torn out by plaintiffs in 1947, but defendant reconstructed it. This dam raises the water level of Bear creek approximately one foot, except in time of flood waters. In time of flood waters it has no effect upon the water levels.

In 1947 one Carlisle Pickett, a civil engineer employed by the Lane county soil conservation service, inspected this dam. He set a marker in Bear creek near its bank immediately south of the dam. It was a wooden marker into which he had driven nails on both sides. The place on the marker where the nails were driven marked the height above which the water should not be permitted to rise. The testimony indicates that thereafter, except during floods, defendant did not permit his dam to raise the water level above the height set. These nails were on a level equivalent to one foot below the surface of the land adjacent to Bear creek, including the forty-acre tract. Explaining why he determined upon this level, Pickett testified.

“Q You had noticed at the bottom end of Mr. Allen’s land that the stream current was slow?
“A Yes.
“Q When you put the hubs in what did you find?
“A Well, I consulted the state engineer and we decided that the soil type of that formation, *608 that if the water table was kept down, a foot below the lower part of the surface of the land there would be no damage and so we established it that way, by taking the levels and taking the average and then putting it down a foot below that level.
“Q You ran the levels of the stream at the time?
“A Ran the levels of the field and of the stream too, yes.”

Pickett also testified that the state engineer, in effect, ordered defendant to remove the dam from its then location, and that he also recommended, in the event the dam was rebuilt, that it be rebuilt farther downstream, so it would not affect the lands of plaintiffs.

The type of soil existing on the lands of plaintiffs and defendant is well described by Thomas O. Russell, a civil engineer with many years’ experience. Russell organized the Willamette Valley Flood Control Association and was its first secretary. He possesses an expert knowledge of all soil conditions and drainage problems existing in that portion of the Willamette valley involved in this litigation. He testified:

“Q Are you acquainted and did you observe the formation of the soil of the land adjacent to the McCormick dam?
“A Yes.
“Q What did you find?
“A Well, it is the customary type of what we call Willamette Valley [a]dobe. It is found pretty well throughout the upper regions of the Willamette, above the sandy bottom land, and the Long Tom.
“Q Is there another formation of soil on top of the [a]dobe?
“A In some instances there is but very frequently throughout the bottom land the [a]dobe *609 has been worked enough to make it friable and to a certain degree changes its nature. Below where the plowing is, why, the character of the soil has not been changed from what it was when it was laid down.
“Q What is that surface?
“A It is a very stiff ardulacious clay material, attrition of very dense basalt rock in the valley.
“Q Does this adobe absorb or is it impervious to water?
“A It will absorb a certain amount of water but it is characterized as impervious material, that is, by the U. S.

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Cite This Page — Counsel Stack

Bluebook (online)
238 P.2d 220, 193 Or. 604, 1951 Ore. LEXIS 325, Counsel Stack Legal Research, https://law.counselstack.com/opinion/allen-et-ux-v-mccormick-or-1951.