Anello v. Kansas City

286 S.W.2d 49, 1955 Mo. App. LEXIS 262
CourtMissouri Court of Appeals
DecidedDecember 5, 1955
Docket22320
StatusPublished
Cited by7 cases

This text of 286 S.W.2d 49 (Anello v. Kansas City) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Anello v. Kansas City, 286 S.W.2d 49, 1955 Mo. App. LEXIS 262 (Mo. Ct. App. 1955).

Opinion

SPERRY, Commissioner.

Plaintiffs, Mr. and Mrs. Anello, sued defendant City for damages accruing to their store building located at 4118 Prospect,. Kansas City, Missouri. They alleged that the damages were caused by a break in defendant’s water and sewer lines. They had a verdict and judgment in the sum of $5,000, but- the court, on motion, set aside-the judgment and entered judgment for defendant. The court also entered an order to the effect that, if the latter judgment should be reversed on appeal, then a new trial should be granted on the ground that, the court erred in submitting the case on the theory of res ipsa loquitur. Plaintiffs have appealed.

Plaintiffs acquired a plot ’of real estate located on the west side of Prospect, in Kansas City, in 1945. During the year 1946-they constructed thereon a one story building, of masonry. The building is 40 feet square and was designed for and used as a retail store.

The evidence is to the effect that, some 40 years prior to plaintiffs’ acquisition’ óf the real estate, defendant raised the grade of Prospect at this point, and paved it. It was also shown that defendant had, in 1913, constructed a main storm and sanitary sewer running from the east, under Prospect, thence in a northwesterly direction, in which direction the sewage flowed. This is a double line of two 24 inch pipes, and it is connected to the west end of an old stone culvert which -extends • across Prospect, from east to west, the west end thereof being almost directly beneath the west.curb line of Prospect, near the north line of. plaintiffs’ building, and about 28 feet beneath the surface of the sidewalk. The culvert is about 4 feet square and there was a catch basin, located some 30 feet north, connected therewith by a tile sewer line. The northeast corner of plaintiffs’ building extends over the sewer line.

The lot upon which plaintiffs’ building was constructed, originally “fell off,” or sloped steeply, from the property line toward the west. Long prior to its purchase by plaintiffs the front part of the lot had been filled with dirt, concrete, and other materials, to a depth of 12 or 15 feet and level with the sidewalk. Plaintiffs’ building was constructed on this “fill.” The foundation extends down about 8 feet and rests on a reinforced concrete footing, 4 feet in width. About 500 pounds of weight, per square foot, rests on the footing.

Prior to the events complained of, plaintiffs’ building was in good condition. There were no cracks in the masonry of the walks, or in the floor. On September 15, 1947, plaintiffs heard a loud noise, sounding like an explosion, in front of their building. They went outside to ascertain the cause, and found that the sidewalk had caved in and that there was a cavity extending from about the door, at the center, to the north end of the building, and from the curbing to the building. It was more than 5 or 6 feet deep. A utility pole near the north end of the building had! toppled, and the water mfeter had fallen in. Defendant was notified and its agents- immediately inspected the situation. A few days thereafter, a *51 large crack appeared in the floor, near the center, running east and west the length of the building, and also up the walls. Thereafter, defendant filled the hole and replaced the sidewalk. Its agents were, at that time, shown the cracks in plaintiffs’ building.

About a year later a woman, passing over the sidewalk in front of the store, caught her heel in a hole. Plaintiffs inspected the sidewalk and found that there was a cavity under it, similar to that occurring and existing in 1947, and at the same location. Again defendant was notified. It filled the hole and repaired the sidewalk.

In May, 1952, defendant’s water meter man came into the store and told plaintiffs that the meter in front of the building had disappeared. Investigation disclosed that there was a cavity under the sidewalk, where the cavities had previously appeared. This cavity was about of the same size and character as that of 1947. The cracks in plaintiffs’ building have been caulked and repaired, from time to time, but have persistently grown wider, the doors have become out of line, and other smaller cracks have become visible.

Plaintiffs offered the testimony of Mr. Rush, foreman of defendant’s sewer repair crew. He stated that he supervised the repairs made on the occasion of the last cave-in; that there was a cavity, several feet in width, length, and depth, in front of plaintiffs’ 'building, under the sidewalk, and extending under the street; that the repair crew dug down, at this point, a distance of 28 feet; that, as they excavated, they removed the tile leading down from the catch basin; that, eventually, they found that some rocks had fallen from “that old stone culvert that goes under Prospect Avenue where the pipe is hooked onto it,” “right around the catch basin line” where it hooked into the sewer; that that was where the dirt was washing away, causing the cave-in; that he turned the fire hose on in the hole while the digging was going on to find out where the dirt went; that the water ran out through the sewer hole as fast as it went in from the firé hose; that, after the repairs were completed, the culvert was in fair condition “for an old loose stone culvert”;- that no sewer pipe was replaced the repairs being made with concrete.

Other workmen gave similar testimony. Some said that the rock appeared to have broken off near the lip of the culvert, but no direct evidence was offered as to what may have caused the rock to break nor as to when that event occurred. One workman stated that the pipe line leading from the catch basin to the stone, culvert was also broken. There was testimony to the effect that the culvert was under the surface of the street at the time the street grade was raised, in 1904, and that, when defendant’s sewer was constructed, it was connected to the culvert at the point mentioned.

There was substantial evidence, from an engineer, offered by plaintiffs, from which it may be inferred that the damage to the building was caused by a washing' away of the dirt near the building, through the sewer, thereby weakening its support and causing it to settle unevenly, resulting in its “splitting.” There, was also evidence, on behalf of defendant, to the effect that the settling of the building was caused from a settling of the filled land upon which the building rests; but plaintiffs’ expert witness stated that the settling, which caused the damage, was not due to the “fill.” We must assume that the settling was due to the carrying away of the soil, through and 'by reason of the hole in the sewer, -thereby weakening the foundation supports and permitting the foundation to settle unevenly. We must consider the facts in their aspect most favorable to plaintiffs. Hannan v. Kansas City, 187 Mo.App. 315, 173 S.W. 703, 704.

Plaintiffs pleaded that- the original damage was caused by the 1947 collapse. Their expert witness gave it as his opinion that the damage occurred at that time, and, was then complete; that, while the cracks then appearing had -widened, nevertheless, the breakage ¿$id damage occurred in 1947. Defendant’s expert testimony was to the same effect.

*52 Plaintiffs pleaded facts which, if proved, established a case under the doctrine res ipsa loquitur. The pleading was not attacked.

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Bluebook (online)
286 S.W.2d 49, 1955 Mo. App. LEXIS 262, Counsel Stack Legal Research, https://law.counselstack.com/opinion/anello-v-kansas-city-moctapp-1955.