Dye v. Burdick

553 S.W.2d 833, 262 Ark. 124, 1977 Ark. LEXIS 1765
CourtSupreme Court of Arkansas
DecidedJuly 18, 1977
Docket77-6
StatusPublished
Cited by21 cases

This text of 553 S.W.2d 833 (Dye v. Burdick) is published on Counsel Stack Legal Research, covering Supreme Court of Arkansas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Dye v. Burdick, 553 S.W.2d 833, 262 Ark. 124, 1977 Ark. LEXIS 1765 (Ark. 1977).

Opinions

John A. Fogleman, Justice.

This is an appeal from a judgment on a verdict directed against appellants Herman Dye and his wife, whose home was destroyed by flooding which resulted from the bursting of a dam on property owned by appellees. We agree with appellants that a verdict should not have been directed upon the conclusion of the evidence on behalf of the appellant-plaintiffs.

Sometime in the 1960’s, Clifford Mills contracted with a contractor to build a stock pond or small lake on a farm he owned in Benton County, by building an earthen dam across a narrow hollow or ravine which constituted a drain or waterway. The dam was 29 to 30 feet high, over 350 feet long and capable of containing five to six acres of water. It lay across the narrowest part of the ravine. The drain plain was between 92 and 95 acres. A spillway cut by a bulldozer was 10 to 12 feet wide at the bottom. Appellants’ dwelling house was located one-fourth to one-half mile below the dam.

In 1970, Burdick purchased the Mills property and moved into a dwelling on the property in 1973. Between June 6 and June 9, 1974, there was rainfall in excess of nine inches. There was considerable flooding in the area on June 8 and 9, with creeks overflowing their banks. Several bridges and roads were washed out and Benton County was declared a disaster area. The dam on the Burdick property broke during the early morning hours of June 9. The water followed the course of the ravine and inundated appellants’ home, where they had lived for 19 years. Appellants were awakened about 3 a.m., went downstairs and found water deep enough to reach the armpits of their son, who had been sleeping on a divan downstairs. They fled upstairs. Dye said it took the water 20 or 30 minutes to recede.

Appellants brought this action against appellees in June, 1975, to recover damages for their loss as a result of the flooding. They alleged that the dam was improperly and inadequately constructed and that during the heavy rainfall on June 8 and 9, the reservoir filled and, since the spillway failed to drain off the excess water, it overtopped the dam and caused it to burst; and, as a result, their house, furniture, appliances, farm equipment, automobiles, crops, fences and other improvements were destroyed.

Appellants also alleged that appellees were negligent in that they knew or should have known that the spillway was improperly built and inadequate for the purpose intended, but failed to correct the defects or to maintain and operate the dam in a careful and prudent manner to avoid contingencies expected to occur.

Appellants later filed an amendment to their complaint. In it they alleged that appellees’ maintenance of the dam and reservoir, as it existed and had been constructed and maintained, created an inherently dangerous hazard which resulted in interference with the use and enjoyment of their land; that the abnormally dangerous activity consisted of the construction and maintenance of the dam in a deep ravine in a runoff area and not in a creek bed; that it was constructed and maintained as a stock pond but was actually a lake; that it was built with knowledge that appellants’ home was located at the bottom of the ravine; that due to the dimensions of the dam and its other characteristics, appellees knew, or should have known that any failure of the dam would result in serious damage to appellants’ property; and that the size, location and situation of the dam were a threat to appellants and a hindrance to the use and enjoyment of their property.

The rain had stopped when Herman Dye came home on the night of June 8 at 10:30 or 11:00 p.m. and Sugar Creek, north of the Dye house, had crested and was falling. He had seen this creek when it was larger. He said that other creeks had been falling during the afternoon. Dye said that, during the spring of 1974, after the record rainfall in November, 1973, he had gone to Burdick’s place to check on a sick heifer, and while he and Fred Burdick were standing between the Burdick house and the dam, Burdick had said that he couldn’t help but worry about people living below the dam, but that, if it ever was to break, he didn’t think there was any danger. Dye said that Burdick said that, in 1973, the lake had risen higher than ever before.

Dye testified that, after construction of the dam, there had been a hole in the dam, and that an effort to repair it had failed. As a result, water would leak through at higher water levels. Dye had never known water to go over the spillway.

Mrs. Dye went along with her husband on the visit to the Burdick place.She related that Burdick had said that he had been really concerned about the Dyes in the preceding November and had stood on his sun deck and watched the water lap up against the dam. He said that thereafter he did not believe the dam was going to break.

There was no evidence that water had earlier risen more than three-fourths the height of the dam. There was no evidence that appellees had done anything to the dam or lake, except to use the lake as a stock pond in connection with their farming operation.

Edward C. Grubbs, a consulting engineer, who specializes in soil mechanics and foundation engineering, who had worked with the Missouri conservation system in designing dams and had designed numerous dams in Arkansas, inspected the dam to determine the cause of its failure. Upon inspection of the earthen embankment, two-thirds of which remained intact, the cause of the failure was not apparent, but when he observed the size of the spillway he walked upstream and looked back at it and it appeared to him that the bottom of the spillway was not as low as the top of the dam. Upon measurement with surveying equipment he found that the part of the dam remaining was only eight inches higher than the spillway, and that the missing middle portion would have been not more than six inches higher than the spillway. He said that if only six inches of water started flowing over the spillway, water would begin going over the top of the dam. According to him, at a minimum, a properly designed spillway would have been 50 feet wide with a bottom five feet lower than the top of the dam. Such a spillway would have allowed water to flow two and one-half feet deep for a fifty-year flood (a flood that is possible on the average once every fifty years in a thousand years). He said that the factor of safety, i.e., the ratio of the “chances for failure on the chances for success,” for a lake 30 feet deep and containing five to six acres of water should be two and one-half. With a factor of safety of one, the dam would have been on the verge of failure, in his opinion. Grubbs said that it was obvious that the factor of safety of this dam on the day before its failure was less than one. He expressed the opinion that the spillway was not acceptable and was completely inadequate to carry the water. He felt that the middle section of the dam was some lower than the outer portions, and said that a dam which is level when built will develop a sag.

Grubbs also said that the dam was not properly constructed, because the proper procedure of putting in dirt, in six to eight-inch layers followed by rolling each layer with a sheepsfoot. roller had not been followed.

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Dye v. Burdick
553 S.W.2d 833 (Supreme Court of Arkansas, 1977)

Cite This Page — Counsel Stack

Bluebook (online)
553 S.W.2d 833, 262 Ark. 124, 1977 Ark. LEXIS 1765, Counsel Stack Legal Research, https://law.counselstack.com/opinion/dye-v-burdick-ark-1977.