Eaves v. City of Ottumwa

38 N.W.2d 761, 240 Iowa 956, 11 A.L.R. 2d 1164, 1949 Iowa Sup. LEXIS 416
CourtSupreme Court of Iowa
DecidedAugust 5, 1949
DocketNo. 47264.
StatusPublished
Cited by67 cases

This text of 38 N.W.2d 761 (Eaves v. City of Ottumwa) 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
Eaves v. City of Ottumwa, 38 N.W.2d 761, 240 Iowa 956, 11 A.L.R. 2d 1164, 1949 Iowa Sup. LEXIS 416 (iowa 1949).

Opinion

Garfield, J.

— Plaintiffs’ petition in twenty-eight counts seeks damages resulting from a flood on May 23, 1944, to twenty-eight properties in defendant-city. At least most of the damaged properties are residences and contents thereof in an area adjacent to a diversion channel or race used by the city in the operation of its hydroelectric plant. Each count in turn consists of two divisions. The first division charges specific negligence of the city and the second is based on the doctrine of res ipsa loquitur.

Count 23 for damage to the Yeoman property was first tried under an arrangement whereby a verdict for plaintiff Yeoman would control as to the remaining counts except upon the issues of injury and amount of damage to the other properties. There was a verdict and judgment for Yeoman of $980 from which this appeal is taken.

The general course of the Des Moines River through Ottumwa is from northwest to southeast. At Turkey Island the river curves to the south and then malees a U turn to the northeast. On each side of Turkey Island is a dam 330 feet long. The diversion channel or race above mentioned extends southeast for about three fourths of a mile from an opening in the river near the east side of Turkey Island to the end of the II turn. Defendant’s hydroelectric plant is at the lower end of the channel where it maintains four Tainter gates or floodgates in the channel which is 200 feet wide. Each gate is 25 feet long, 17 feet high, and can be raised 7 feet 7% inches from the bed of the channel.

The flooded area is. immediately northeast of the race, between it and the Burlington railroad tracks which parallel the race, and between Blackhawk Street on the northwest and Cass *959 Street on the southeast. Along each side of the race is a levee. Tracks of the Milwaukee railroad are built on the northeast levee. The bridge across the race just below Blackhawk Street belongs to the Milwaukee. The accompanying plat may help visualize the physical layout.

*960 About 7:30 a.m. on Tuesday, May 23, 1944, water began to overflow the northeast levee of the race about 75 feet northwest of Benton Street (the second street below Blackhawk) into the area-in question. This overflow from the race continued during the day until the water in this area averaged about three feet deep. Mr. Brown, superintendent of the waterworks, and other employees of defendant were fully aware of what was happening.

About 8 :30 a.m., a proprietor of a business establishment in the flooded area asked Mr. Brown about opening the floodgates above referred to. Mr. Brown replied it might endanger the Milwaukee’s bridge to do so. There was a similar conversation between a resident of the area and Mr. Brown about 10:45 a.m. The gates remained closed until about 8:30 that evening when they were opened.

I. Defendant contends there is insufficient evidence the damage complained of was caused by the negligence charged in division 1 of the various counts. The only specific charge of' negligence submitted to the jury was defendant’s failure to open the floodgates, thus blocking the flow of water through the race. We think the evidence, in the light mcst favorable to plaintiffs, sufficient to warrant submitting to the jury the claim based on this charge of negligence.

Incidentally we may observe this contention of defendant seems somewhat inconsistent with its contention both in the trial court and here that plaintiffs were not entitled to rely on the doctrine of res ipsa loquitur because they had introduced evidence of specific negligence.

' The floodgates were opened upon the recommendation of Colonel Peel, an army engineer from Rock Island who had come to Ottumwa at Superintendent Brown’s request because of the flood. Opening the gates permitted about 8.4 per cent more water to go through the race in a given time. There is substantial - evidence that soon after the gates were opened at 8:30 p.m. the • flow of water over the northeast levee diminished, by eleven p.m. or before entirely stopped, and no water thereafter overflowed that levee. The only water in the flooded area was overflow from the race. The jury could properly conclude that raising the gates diminished and soon stopped the overflow into this area *961 and. that' the delay of twelve hours in opening the gates was the proximate cause of the flooding.

The stage of the river at Ottumwa at seven a.m.-on May 23, about when the overflow from the race started, was 13.3 feet. This reading increased until a peak of 17.7 feet was reached at seven p.m. on May 24. The only other flood of this area was in 1903 when the river stage at Ottumwa was at least 20.7 • feet. But there is substantial evidence that in 1903 the floodwater came direct from the river over Blaekhawk Street and not as here from the race.

Nine times between the 1903 flood and the trial in March, 1946, the river stage exceeded 13.3 feet. On one of these occasions,-when the river stage reached 14.24, Superintendent Brown assured residents of this area they would not be flooded because the height of the water in the race could be regulated by manipulating the floodgates and this was done. On another of these occasions, when the river stage was 13.5, witnesses testify water in the race was not within four feet from the top of the northeast levee. It may be inferred this condition was the result of opening'the gates.

At 1:15 a.m. on Wednesday, May 24, defendant made an opening 60 feet wide and 15 to 18 feet deep in the southwest levee along the race at the curve about midway between the lower' end of the flooded area and the end of Tisdale Street, immediately north of Cass Street. Defendant argues this opening in the southwest levee rather than the raising of the floodgates brought relief to the flooded area.

It is doubtless true this “blowing” of the southwest levee materially accelerated flowage through the race after the gates were opened, helped prevent more overflow along the northeast levee and minimized further damage. But the jury could find the damage was done by the time the gates were opened. The evidence concerning the blowing of the southwest levee does not conclusively demonstrate that failure to open the gates until the flood had progressed thirteen hours was not the proximate cause of the damage.

In support of our holding on this branch of the case see Jefferis v. Chicago & N. W. Ry. Co., 147 Iowa 124, 124 N. W. *962 367; Vyse v. Chicago, B. & Q. Ry. Co., 126 Iowa 90, 101 N. W. 736; Darling v. Thompson, 108 Mich. 215, 65 N. W. 754; Kearney Canal & W. S. Co. v. Akeyson, 45 Neb. 635, 63 N. W. 921. Issues of negligence and proximate cause in cases of this kind are usually for the jury. 56 Am. Jur., Waters, section 174, page 641.

II. Defendant’s requested instruction No. 13 states “that if plaintiffs’ property, in its natural condition before the construction of a/ny dams, race or levees, would have been overflowed by the Des Moines River in May 1944, then plaintiffs are not entitled to recover.” Defendant complains of the refusal of this and similar requests and the giving of instruction No. 9.

The substance of instruction No.

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Bluebook (online)
38 N.W.2d 761, 240 Iowa 956, 11 A.L.R. 2d 1164, 1949 Iowa Sup. LEXIS 416, Counsel Stack Legal Research, https://law.counselstack.com/opinion/eaves-v-city-of-ottumwa-iowa-1949.