Larson v. Metropolitan Street Railway Co.

16 L.R.A. 330, 19 S.W. 416, 110 Mo. 234, 1892 Mo. LEXIS 69
CourtSupreme Court of Missouri
DecidedMay 9, 1892
StatusPublished
Cited by33 cases

This text of 16 L.R.A. 330 (Larson v. Metropolitan Street Railway Co.) is published on Counsel Stack Legal Research, covering Supreme Court of Missouri primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Larson v. Metropolitan Street Railway Co., 16 L.R.A. 330, 19 S.W. 416, 110 Mo. 234, 1892 Mo. LEXIS 69 (Mo. 1892).

Opinions

Barclay, J.

Plaintiff’s case is for damages occasioned by the fall of a building, occupied by him as .lessee of the Aekerson estate, in Kansas City, Missouri.

The gist of his petition is that ‘ ‘ the defendant wrongfully, carelessly and negligently dug out and carried away the soil, immediately adjoining, and under the west wall of, said building, by means of which * * * the said west wall was made to fall, * * * thereby ■destroying and damaging the property of plaintiff therein contained * * * to the extent of $3,000'.”

The answer is a general denial.

The circuit court forced plaintiff to a nonsuit by .giving an instruction in the nature of a demurrer to the evidence. It is-, therefore, proper to outline the facts upon which plaintiff relies as constituting his cause of •action. In so doing, he is entitled to the benefit of the most favorable view of his case that the evidence warrants, and of every reasonable inference therefrom. ■So viewed the substance of his case is this:

The plaintiff’s building was a two-story brick, in which he carried on business. It stood two inches from [239]*239the eastern boundary of defendant’s property, and extended from the street line some seventy-two feet southward.

The excavation to which the damage is ascribed •was made upon defendant’s lot close along that boundary line. This line ran at a right angle to Ninth street on which plaintiff’s house fronted; both the lots reached .southward from the street, one-hundred-and twenty-five feet, to an alley.

The defendant proposed erecting an engine-house ■on its lot; and, in prosecuting that purpose, contracted in writing with a firm for the necessary excavating and masonry for the foundations.

Some of the terms of that contract will be mentioned later.

The contractors sublet the excavating to another, who began its. performance, having a foreman there in ■charge of a number of workmen and teams.

The defendant’s chief engineer occasionally visited the work, but the actual, superintendence, under the first contract mentioned, was mainly exercised by Mr. Butts, the engineer’s assistant, who remained on the ground. The foreman of the digging party testified that the subcontractor placed him under the orders of Mr. Butts, and that the work was accordingly done as the latter directed.

About the time the excavating began, plaintiff had an interview with Mr. Butts in which he asked, “if he thought it was not dangerous to be taking dirt away” (namely from “alongside of the wall”), to which Mr. Butts replied that “there was not going to be any injury to the building; of course he was going to take it out in sections, and wall it up as they went along.” Plaintiff ,says that that “kind of satisfied” him.. The house fell about a week later. Plaintiff observed the work mean- • while.

[240]*240A trench, some five feet wide, and from seven to eleven feet deep, was first dug, near defendant’s east boundary line, from the street to a point about opposite the south end of plaintiff’s building, some seventy-two or three feet. The foundation of the latter was at a depth of eleven feet from the natural surface. They then began at the street line and carried the trench to a further depth of about two feet (a total depth of about thirteen feet) for a distance of twenty-five or thirty feet from the street.

■ The concrete and footing stone of defendant’s foundation wall were then laid in that space or section. Three days later, according to the testimony of the foreman of the excavators, Mr. Butts directed him to’ “take out the remainder of the ditch,” and he proceeded to do-so, excavating to the additional depth of twenty-four to twenty-six inches (to correspond with the level of the first section), along the entire building line opposite plaintiff’s house, a stretch of forty odd feet from the end of the first section. Mr. Butts was present while this work was being done. The job was begun at half past two o’clock and was finished about half past five o’clock of the same afternoon. That night about ten o’clock a large part of plaintiff’s building slipped into the excavation, on account (as is claimed) of that removal of its lateral support; but that portion of the house which faced the masonry work of the first section of defendant’s foundation (for a distance of twenty-six feet from the street front) remained in place.

The soil of the locality is that of the Missouri river bottom, a mixture of sand and loam, formed by alluvial deposit.

There was abundant evidence of experienced builders and civil engineers that the customary way of removing such soil for foundations, adjacent to and below that of other buildings, is to take out the earth in [241]*241sections of ten to sixteen feet, each, in length, and to substitute the new foundation in each section before opening the next one; that any other mode of doing such work is likely to result as in the present case; but that building in sections involves an expense from eighteen to thirty per cent, greater than the cost of proceeding without subdividing'the work in^that manner.

On these facts the trial court declared that plaintiff had no cause of action, and he has appealed against that ruling.

I. Before reaching the main issue it will be well to dispose of a subordinate one touching the responsible connection between defendant and the digging force, to whose acts the consequences complained of are ascribed. The defendant claims that those acts were done, in effect, by a contractor independent of its control, and that it is not liable on account thereof.

Ik is now an accepted rule that supervision of such work may be retained without interfering with the independent action or liability of contractors who have engaged to perform it or subdivisions of it; but in the case at bar the contract, under which the work was done, goes much further. It declares that “the excavation shall be carried to such general depth as may be indicated by the engineer; excavations for the trenches and piers will be made as required from time to time in the progress of the work, and to such an extent as may be indicated by the engineer. ’’ Along with this language are statements that the engineer was “in charge of the work,” and that men who refused or neglected to obey his orders were to be discharged by the contractors.

Now, the very act complained of here is the digging of the trench too long and too deep in the circumstances. That act is charged as negligence. It was ordered by defendant’s representative on the spot, - [242]*242acting for the chief engineer who had express power to direct “by his authorized agents,” as well as personally. The work was done precisely,as ordered. Thus it was the exercise of the discretion or judgment vested in the supervising authority, which caused the catastrophe; and for that exercise of judgment defendant must respond. Lancaster v. Ins. Co. (1887), 92 Mo. 460; Bower v. Peate (1876), 1 Q. B. Div. 321.

II. The chief question in the case is to determine .what duty toward plaintiff rested upon defendant in view of the facts.

Very much has been written upon the right of lateral support and its limitations under the English law. It will not be necessary to restate the general principles governing that right. They were discussed very lucidly here, years ago, in Charless v. Rankin (1856), 22 Mo. 573, which remains a leading case on that subject.

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

Related

Royal Indemnity Company v. Schneider
485 S.W.2d 452 (Missouri Court of Appeals, 1972)
Jackson v. John F. Beasley Construction Co.
222 N.E.2d 209 (Appellate Court of Illinois, 1966)
Samford v. Petroleum Casualty Co.
81 S.W.2d 743 (Court of Appeals of Texas, 1935)
Georgia Power Co. v. Gillespie
176 S.E. 786 (Court of Appeals of Georgia, 1934)
Kelly v. Lone Star Gas Co.
32 S.W.2d 699 (Court of Appeals of Texas, 1930)
Baker v. Scott County Milling Co.
20 S.W.2d 494 (Supreme Court of Missouri, 1929)
Mallory v. Louisiana Pure Ice & Supply Co.
6 S.W.2d 617 (Supreme Court of Missouri, 1928)
King v. Galloway
284 S.W. 942 (Texas Commission of Appeals, 1926)
Northcross v. Loew's Memphis Theatre Co.
3 Tenn. App. 51 (Court of Appeals of Tennessee, 1925)
Stipel v. Piggott
269 S.W. 942 (Missouri Court of Appeals, 1925)
Craig v. Kansas City Terminal Railway Co.
197 S.W. 141 (Supreme Court of Missouri, 1917)
Horowitz v. Blay
160 N.W. 438 (Michigan Supreme Court, 1916)
Burk Bros. Meat & Provision Co. v. Foster
141 S.W. 442 (Missouri Court of Appeals, 1911)
Ham v. St. Louis & San Francisco Railroad
130 S.W. 407 (Missouri Court of Appeals, 1910)
Flanagan Bros. Manufacturing Co. v. Levine
125 S.W. 1172 (Missouri Court of Appeals, 1910)
Walker v. Strosnider
67 S.E. 1087 (West Virginia Supreme Court, 1910)
McGrath v. City of St. Louis & Heman Construction Co.
114 S.W. 611 (Supreme Court of Missouri, 1908)
Pohlman v. Chicago, Milwaukee & St. Paul Co.
107 N.W. 1025 (Supreme Court of Iowa, 1906)
Ege v. Phoenix Brick & Construction Co.
94 S.W. 999 (Missouri Court of Appeals, 1906)
Hannicker v. Lepper
107 N.W. 202 (South Dakota Supreme Court, 1906)

Cite This Page — Counsel Stack

Bluebook (online)
16 L.R.A. 330, 19 S.W. 416, 110 Mo. 234, 1892 Mo. LEXIS 69, Counsel Stack Legal Research, https://law.counselstack.com/opinion/larson-v-metropolitan-street-railway-co-mo-1892.