City & County of Denver v. Talarico

61 P.2d 1, 99 Colo. 178, 1936 Colo. LEXIS 199
Supreme Court of Colorado·Decided September 14, 1936·No. No. 13,676.·Published·Cited by 5 cases

Opinion

Mr. Justice Young

delivered the opinion of the court.

The parties to this action will he herein designated as plaintiff and the city or defendant, as they appeared in the district court. Plaintiff secured a verdict of $9,000 for damages to a crop of celery and the ground on which it grew, alleged to have been caused by defendant’s negligence in excavating above and along a five foot pipe running to the South Platte river through a dyke, thus allowing flood waters coming down the river while the excavation was open to overflow plaintiff’s land. Judgment was entered on the verdict. The city seeks a reversal *180 for alleged errors of law, and also attacks the validity of the verdict, contending that it is a quotient verdict.

Assuming, as we must, that the jury found as true the testimony tending to support the verdict, we shall briefly review the pertinent facts of the case which are as follows:

September 9, 1933, plaintiff was the owner of a rectangular tract of land, in area approximately thirty acres, bounded on the south by 52nd avenue, which is the boundary line between the City and County of Denver and Adams county, and on the east by Franklin street. When plaintiff purchased this land he constructed a dyke approximately eight feet high along its southerly boundary to protect it from flood waters of the South Platte river. Pursuant to sections 8974 and 8977, Compiled Laws of 1921, authorizing and empowering, but not directing, the city council of the City and County of Denver, to “improve, change, straighten, widen, narrow, deepen, or extend the channel of the South Platte River within the city and county of Denver,” the city had erected a dyke along the northwesterly bank of the river, which at this point flows in a general northeasterly direction. The dyke so constructed intersected the dyke erected by plaintiff at a point approximately 250 feet west of the southeasterly corner of plaintiff’s property and cutting off about one-half acre of land. Plaintiff’s dyke and the city’s dyke, converging at an acute angle, form a reservoir. To drain this reservoir into the South Platte river the city intersected its dyke with a sixty inch galvanized iron pipe at a point approximately one hundred feet from the vertex of the angle formed by the two dykes. Having completed storm sewers to carry away the waters which formerly had accumulated in the reservoir, the city determined upon the removal of the sixty inch pipe and the substitution therefor of a smaller pipe containing a valve which would prevent flood-waters passing down the river from flowing back into the reservoir. During the forenoon of September 9, 1933, two men, and in the afternoon four *181 men, were engaged in taking out this pipe. There is a conflict in the evidence as to whether the necessary excavation was made the full length of the pipe or whether the face of the dyke was left intact, but there was ample testimony to support a jury finding that it extended through the entire width of the embankment.

The work of excavation was commenced Saturday morning, the men ceasing work at 4:30 in the afternoon with the intention of returning and completing it the following Monday. During the intervening night a flood, with a peak flow of 22,000 second feet, came down the South Platte river. The city maintained a bridge across the stream on Franklin street and immediately below and paralleling this bridge was a shorter one, maintained by the Denver and Salt Lake Railroad Company herein referred to as the Moffat company. The evidence shows that the city bridge had sufficient clearance to permit the flood water to pass, while only about one-third of the maximum flood could be carried under the Moffat company bridge. The evidence further discloses, and the defendant in its answer admits, that during the early morning of the 10th of September large quantities of water came down the South Platte river and passed through the opening excavated and left by the defendant; also there was evidence on the part of the city that the Moffat bridge, while it stood, acted as a dam.

The city’s defenses were a denial of negligence; a plea that the plaintiff was guilty of contributory negligence in not filling in the excavation left by the city; that the flood was of such unprecedented magnitude as to constitute an act of Grod; that the plaintiff’s damage was caused by the negligence of the Moffat company maintaining a bridge which obstructed the flow of water in the channel or that such negligence concurring with an act of Grod was the proximate cause of the injury; and that the city in removing the pipe was acting in its governmental capacity and therefore was not liable for damages.

There was testimony that the Moffat company bridge *182 was washed away before any water ran over the embankment or through the excavation and flooded plaintiff’s land. If the jury believed this testimony, which as the triers of fact it had the right to do, then the damming effect of the Moffat company bridge may be eliminated from consideration, the bridge having been removed before the flooding of plaintiff’s premises began. The evidence also shows that on the 3rd of August preceding, a flood, with a peak flow of 16,000 second feet, caused by the breaking of the Castlewood dam had passed down the river, and that this flood washed out the Moffat company bridge. These flood waters were not measured at the city bridge but at some distance above in the channel as they passed through the city of Denver. "Witnesses who saw both floods testified that the August 3rd flood caused a higher rise in the waters along the banks of the South Platte river at the point where the pipe was located than did the flood of September 9th. On the city’s theory that the river channel under the Moffat bridge was insufficient to carry in excess of between 6,000 and 7,000' second feet, and that the bridge formed a dam, the jury may have found that the flood waters rose to a higher stage during the August 3rd flood because the peak volume of such waters would depend on the length of time the bridge held and partially impounded them. The plaintiff’s lands were not flooded or damaged by the first flood. The only difference in conditions with respect to the situation existing at the time of the second flood and that of the first, was that the excavation had been made for the removal of the drain pipe.

Engineers for the city testified that the channel between the city dykes, but for the damming effect of the Moffat company railroad bridge, was large enough to convey the peak flow of the September 9th flood, and that at the Franklin street bridge it likewise was sufficient to carry it. It is clear from the evidence, that at no other point in the city of Denver did the channel overflow. It also is clear that on August 3rd, no excavation having at *183 that time been made, that the Moffat company bridge caused the water to raise to a higher point than on the subsequent date and that there was no overflow. Plaintiff’s brother testified that he saw water coming through the excavation and “that it was cutting fast. ’ ’ In this state of the record we think there was evidence from which the jury might properly find that the excavation was the proximate cause of the waters going through the dyke and flooding plaintiff’s land.

Free access — add to your briefcase to read the full text and ask questions with AI

City & County of Denver v. Talarico, 61 P.2d 1, 99 Colo. 178, 1936 Colo. LEXIS 199 (Colo. 1936).

61 P.2d 1 (City & County of Denver v. Talarico) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

Related

Millican v. Wolfe
701 P.2d 107 (Colorado Court of Appeals, 1985)
Edwards v. Quackenbush
149 P.2d 809 (Supreme Court of Colorado, 1944)
City & County of Denver v. Strafacia
129 P.2d 674 (Supreme Court of Colorado, 1942)
City & County of Denver v. Pilo
79 P.2d 270 (Supreme Court of Colorado, 1938)