Taylor v. Indiana & Michigan Electric Co.

151 N.W. 739, 184 Mich. 578, 1915 Mich. LEXIS 919
CourtMichigan Supreme Court
DecidedMarch 18, 1915
DocketDocket No. 105
StatusPublished
Cited by8 cases

This text of 151 N.W. 739 (Taylor v. Indiana & Michigan Electric Co.) 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
Taylor v. Indiana & Michigan Electric Co., 151 N.W. 739, 184 Mich. 578, 1915 Mich. LEXIS 919 (Mich. 1915).

Opinion

McAlvay, J.

Plaintiff, for himself and as assignee of 23 others, recovered judgment against defendant in an action of trespass on the case for damages for negligently overflowing their lands and injuring and destroying crops growing thereon. Defendant has removed the case to this court by writ of error for review, and asks for a reversal on account of errors committed upon the trial of the case.

Defendant company owns and operates four or more [581]*581dams on the St. Joseph river in this State, thereby controlling the water power of said stream for many miles above Berrien Springs. This water power, to the amount of 8,000 horse power, is utilized to generate electricity, which is sold and furnished by defendant to customers in Michigan and Indiana to be used for varied purposes. The power houses located at these dams are connected by trunk lines, so that the power from all of them is united and is available to all customers. The dam of defendant with which this suit is concerned, being the farthest downstream, is located at Berrien Springs. It has a head of 21 feet and a pondage or reservoir of 900 acres. It is constructed with the power house located part way out in the dam, which has on each side of it provision made for two units, each operated by eight 48-inch turbine wheels. Between the power house and the west bank of the river only one unit is installed. On the east side two units are installed. The discharge of water from the units on the east side is about 50 feet in width. It is flanked on the west side by the power house and on the east side by a cement wall which divides the discharge of the wheels from the discharge of the spillway. The water discharged from the wheels flows partly into the small channel and partly into tie main channel of the river. These channels are formed by an island about 200 feet below the power house. The main channel of the river is on the east side of the spillway, and over it are constructed six Tainter gates, each 20 feet wide, which are raised and lowered by machinery. Small gates are constructed to control tie water flowing into the wheel pits. These small gates were out of repair, and on May 12, 1909, work was commenced repairing the gates leading into the unit on the west side of the power house. This was completed May 27th. Work was commenced on the east side May 28th. As [582]*582soon as this work was begun on the east side, the gates into the units where there were 16 wheels were closed, leaving the only water taken out of the pond for power purposes that which ran through the west eight wheels. The lands of plaintiff and his assignors are located along the river below this dam. The banks of the river at plaintiff’s farm were from 4 to 6 feet high above the surface of the normal flow of the water. It was the claim on the part of plaintiff, and the theory upon which his case was tried, that the overflow of these lands which occasioned the damages complained of was caused by the careless and negligent operation by the servants and agents of defendant of the gates to this dam during the time they were repairing the small gates which controlled the water flowing into the wheel pits of the 16 wheels on the east side of the power house; that after the repair began on the east side, in order to allow the workmen to work in the wheel pits, the water was shut off from the east two units.

From May 27th to June 5th, with the exception of that which was discharged through the west unit which had been repaired, and was operating continuously, practically all of the water coming downstream was held back and had gradually accumulated in the 900-acre pond above the dam, so that at 4 a. m. June 5th the water was running over the crest of the dam 3.12 feet, when two of the Tainter gates, which had been raised 2 feet, were opened to 5 feet, and at 7 o’clock four of these gates, including the two just mentioned, were opened to 7 feet and remained open for six hours, which lowered the water in the pond 2 feet in five hours, and caused the tailrace to rise 7 feet higher than the normal flow of the river. Plaintiff’s land was dry at 7 a. m. of this day, and three hours later this sudden discharge of water into this channel caused the water to overflow the banks of the [583]*583river and cover this farm. Plaintiff contends that this flooding continued during the next day, June 6th, causing the water on plaintiff’s farm to rise 5 feet in 55 minutes, and that it was done by defendant for the purpose of lowering the water which had accumulated in the pond and then closing the gates to allow the water to again accumulate, while the water in the tailrace which filled the pits would quickly subside so that the men could continue repairs. The contention of defendant is that this high water was caused by excessive rains, and that it operated this dam with due care, without negligence,' and only as was necessary under the circumstances. The foregoing statement, although very brief and omitting all reference to the exhibits and technical testimony which the record contains, we think gives the essential facts necessary to an understanding of the case. All of this evidence of all kinds in the case was submitted to and passed upon by the jury, which returned a verdict in favor of plaintiff, upon which a judgment was duly entered.

The defendant and appellant, in presenting this case before this court, both on the original hearing and on the rehearing, has confined its argument to errors which were assigned upon certain portions of the charge of the court as given, upon the refusal of the court to give certain requests, and the refusal of the court to submit special questions to the jury.

We will first consider the errors defendant has assigned upon the charge of the court as given, and in doing so will give the entire charge of the court material to the issue, indicating the portions claimed to be erroneous in the order as marked alphabetically in the record, and bracketed by defendant.

“Charge of the Court.

“The defendant had a right to build its dam and impound the water in the St. Joseph river, and hold back such water in an artificial lake or pond (A) [584]*584[but, by the building of that dam in question the plaintiff and his assignors were deprived of no rights that previously had belonged to them, except perhaps certain inconveniences that are not important to be considered in this case].

“(B) [The plaintiff and his assignors had the right to cultivate their lands and plant whatever crops they pleased along the so-called river bottoms, subject to the risk of overflow and damage from the waters of the river flowing in a natural way, and no matter how much damage plaintiff and his assignors may have suffered by reason of the overflow of water from the St. Joseph river from and after the 4th day of June, 1909, he and neither of them can recover in this action if the water for any reason so flowing upon and over their lands was not more than would naturally and necessarily have been cast upon their lands if there had been no dam at the place shown by the evidence, located near Berrien Springs.]

“By permission obtained from Congress and the secretary of war and the supervisors of Berrien county the defendant was permitted to build the dam in question.

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Cite This Page — Counsel Stack

Bluebook (online)
151 N.W. 739, 184 Mich. 578, 1915 Mich. LEXIS 919, Counsel Stack Legal Research, https://law.counselstack.com/opinion/taylor-v-indiana-michigan-electric-co-mich-1915.