Collias v. Detroit & Northern Michigan Building & Loan Ass'n

189 N.W. 866, 220 Mich. 207, 1922 Mich. LEXIS 887
CourtMichigan Supreme Court
DecidedOctober 2, 1922
DocketDocket No. 50
StatusPublished
Cited by6 cases

This text of 189 N.W. 866 (Collias v. Detroit & Northern Michigan Building & Loan Ass'n) is published on Counsel Stack Legal Research, covering Michigan Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Collias v. Detroit & Northern Michigan Building & Loan Ass'n, 189 N.W. 866, 220 Mich. 207, 1922 Mich. LEXIS 887 (Mich. 1922).

Opinion

McDonald, J.

On the 1st day of October, 1919, the plaintiffs were conducting a restaurant business in the building known as No. 520 N. .Saginaw street, in the city of Flint. John C. Hughes owned the building and the plaintiffs were his tenants. They leased the premises on the 1st day of April, 1919, for a term of 2 years with an option for 2 years more, paying a rental of $125 per month for the first 9 months and $150 per month for the balance of the term. Before they went into possession they repaired the building, put in a tile front, erected an addition to the rear, and made other improvements which they claim cost them in all about $2,500. Their equipment cost $5,000. The second floor was rented, and they claim that these rentals and their restaurant business made them a net profit of $1,500 a month. The Detroit & Northern Michigan! Building & Loan Association owned the adjoining property on the south. Desiring to erect new buildings on this property, it made a contract for that purpose with defendant Hibbard, who sub-let the excavating work to defendant Wilkins. While the excavating was in progress a part of the wall and building collapsed, and the city ordered the remaining portion to be torn down. The plaintiffs brought this action to recover their damages which they say they sustained because of the negligence of the defendants in excavating under the walls of their building without taking any measures to protect it. The circuit judge determined the measure of their damages to be the value of the personal property destroyed, the value of the improvements and the loss of profits from the time of the injury to the date of the trial. The de[210]*210fendants were represented by separate counsel. All of them sought to show in their defense that the wall fell because of inherent weakness and pressure of the building, and not because of any fault of theirs; that there was no negligence except on the part of the plaintiffs, who were guilty of contributory negligence; and as an additional defense on its part, the Detroit & Northern Michigan Building & Loan Association insisted that defendants Hibbard and Wilkins .were independent contractors, for whose acts it was not responsible. At the conclusion of the plaintiffs’ case the court directed a verdict in favor of defendant Wilkins and subsequently submitted to the jury the question as to the liability of the other two defendants. The jury rendered a verdict of not guilty as .to Mr. Hibbard, and guilty as to the Detroit & Northern Michigan Building & Loan Association, and assessed plaintiffs’ damages at $10,000. From the judgment entered thereon, the defendant Detroit & Northern Michigan Building & Loan Association has appealed.

The plaintiffs’ right to recover in this action is based upon the following allegations of negligence:

That they “carelessly and negligently removed the earth and dirt next to and under the walls and foundation of plaintiffs’ leased building and the. addition thereto, in such manner as to cause the earth under the foundation walls to cave in and fall away.”

The plaintiffs’ building was an old one and the foundation, which was made of cobble stones and mortar, extended into the earth about three or four feet. Upon this foundation the brick wall was laid. The soil was sandy and mixed with gravel. The defendants excavated along the entire south wall to a depth of about three feet, but left a ledge or shelf 30 inches wide extending from the wall in a slanting direction. Mr. Shannon, the city building inspector, who inspected the work from time to time as it pro[211]*211gressed, said that this ledge was sufficient to carry the soil in its natural state, but instructed them not to excavate any nearer the wall until they had taken some means to protect it. . As to the means to be used, he testified as follows:

“We talked of several ways, but finally decided. Mr. Hibbard said he had a large steel eye beam he would put across the front corner or pier. I believed a pier under that, and then continuing along in sections, making a drift in where the soil was, or a slight drift under the wall, putting piers along occasionally, then putting other piers when those got set between to support the wall. I approved that plan providing they put some braces across from one building to the other to hold the wall. Up to that time they had taken no precautions whatever to support the building because it was not necessary. I am not aware that there ever were any braces put under the Hughes building or between the Hughes building and the Davison building, or that there was any sill, beam, or girder put in. f made one suggestion to Mr. Hibbard; that the needles under the wall be put under the brickwork instead of under the stone wall. I thought perhaps it would be safer under that on account of the fact that a rubble stone wall is not very dependable to needle under. It does not hold together as walls laid up of brickwork; it won’t take the strain as far apart.”

Thus far there seems to be no dispute as to the facts. All of the parties apparently considered the wall and building safe. The dispute arises in regard to what followed. The plaintiffs claim that the defendants disregarded the instructions of the city building inspector and excavated under the stone wall in two places. It is said that the first hole was about 30 feet back from the front under the south wall, and that there the excavation was 8 or 9 feet in depth. It was at or near this, point that the wall gave way. The defendants deny that they did any excavating after Mr. Shannon gave them his instructions, and insist [212]*212that they had not tunneled under the wall before the building fell. These disputed claims presented a question of fact for the jury. It was the controlling question in the case under the rules stated in Gildersleeve v. Hammond, 109 Mich. 431 (33 L. R. A. 46), and Bissell v. Ford, 176 Mich. 64, as follows:

“1. While a landowner has the undoubted right to excavate close to the boundary line, he must take reasonable precautions to prevent his neighbor’s soil from falling.
“2. If he has taken such reasonable precautions, and yet the soil falls from its own pressure, he is still liable for injury to the land, but not for any injury to the superstructure.
“3. If the pressure of the superstructure causes the land to fall, he is not liable either for injury to the land or superstructure.
“4. If he fails to take such reasonable precautions to protect his neighbor’s soil and to preserve it in its natural state, he is liable for the injury to both the land and the superstructure, if the pressure of the superstructure did not cause the land to fall, and it fell in consequence of the failure to take such reasonable precautions.”

In his charge to the jury the trial judge applied these rules. They found for the plaintiffs. The defendant urges that this finding was against the clear weight of the evidence. It is true that there was a sharp conflict in the evidence as to the situation at the time the wall gave way. Both sides offered testimony of a very respectable character in support of their claims. Mr. Gable, a witness sworn for the plaintiffs, was a contractor in the city of Flint, with 38 years’ experience.

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Bluebook (online)
189 N.W. 866, 220 Mich. 207, 1922 Mich. LEXIS 887, Counsel Stack Legal Research, https://law.counselstack.com/opinion/collias-v-detroit-northern-michigan-building-loan-assn-mich-1922.