Teseneer v. Henrietta Mills Co.

184 S.E. 535, 209 N.C. 615, 1936 N.C. LEXIS 308
CourtSupreme Court of North Carolina
DecidedMarch 18, 1936
StatusPublished
Cited by16 cases

This text of 184 S.E. 535 (Teseneer v. Henrietta Mills Co.) is published on Counsel Stack Legal Research, covering Supreme Court of North Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Teseneer v. Henrietta Mills Co., 184 S.E. 535, 209 N.C. 615, 1936 N.C. LEXIS 308 (N.C. 1936).

Opinion

Clarkson, J.

The first question: Should plaintiffs be nonsuited? We think not.

At the close of plaintiffs’ evidence and at the close of all the evidence the defendant in the court below made motions for judgment as of non-suit. C. S., 567. The court below overruled these motions, and in this we can see no error.

Upon a motion as of nonsuit all the evidence which makes for plaintiff’s claim or tends to support his cause of action is to be considered in its most favorable light for plaintiff, and he is entitled to every reasonable intendment thereon and every reasonable inference therefrom.

The competent evidence on the part of plaintiffs sustained the allegations of the complaint, that about 20 acres of plaintiffs’ land was damaged by the negligent construction and operation of defendant’s power dam — about one mile and a quarter below plaintiffs’ land. The defend *619 ant, having pleaded certain statutes of limitations, the court below limited the question of wrong to three years. The suit having been commenced on 15 December, 1934, the wrong was limited to three years from 15 December, 1931. ¥e think from the facts and circumstances of this case that the court below was correct.

The defendant’s evidence was contrary to that of plaintiffs, but under the rule in this jurisdiction we can only consider plaintiffs’ evidence.

About 1895 the defendant built a dam across Second French Broad Biver, at Caroleen. In 1918, the plaintiffs purchased 57.48 acres of land about one and one-fourth miles above the defendant’s dam, paying therefor $50.00 an acre. Plaintiff J. W. Teseneer testified in part: “When I moved there in 1918 the banks on the river were about 6 feet deep, and now the banks around the bottom land are something like two feet deep, or a little more. The bottom land is in two tracts, and is about a quarter of a mile from the lower tract to the upper tract. When the dam is full the pond water would stand on the bottom land. . . . The river did not throw out any sand to do any damage up to about six years ago. ... I did not plant anything on the bottom land this year, as I made nothing last year. At the present time the land is wet, the part that does not have dead sand on it. About four or five feet of dead sand on it now. It is all level land. Some of it in places is deeper than others. It is so deep that it would not make anything. I am satisfied the average depth on the lower bottom is two feet and six feet on upper bottom.” . . .

For seven consecutive years after plaintiff purchased the tract of land in controversy he raised 40 to 50 bushels of corn to the acre. He testified further: “The land is not fit for cultivation now. I never planted anything this year. I let the cows run over it for pasture. Planted about two acres in wire grass about four years ago, hut it won’t grow. Neither corn nor any other kind of crop will grow in the sand now.”

There was other evidence on the part of plaintiffs corroborating his testimony. The plaintiffs’ expert witness, H. H. Stribling, an engineer and surveyer, testified, in part: “Assuming 100 to be the height of the flash board on the dam (in order to keep all other measures applicable to 100), the hack water with no spilling extends to Teseneer’s lower tract, which is absolute dead water — no spilling at one and quarter miles. There is a fall of about two feet from'the upper to the lower tract. . . . I examined the surface of the bottom land in question. It is irregular, cut up with sluices; varies in height from one to six feet. At the peak it is ten feet above the spillway, that is all sand. . . . The bank is practically as high as ever, but it is sand and not soil. I would say the sand is feet deep, most of the way, caused by water and flood— *620 stilling the flood water — stilling of the flood water due to the level of the flash board on the dam. The level from that point and each succeeding point is still in comparison with the middle of the stream, and it is held there long enough to deposit sand. In a country which is not all cleared it would take quite a long time after the completion of the dam for the sand to he backed up. I have known sometimes it takes ten to fifteen years for a dam to back water on owner’s field. The sand is in suspension, carried like a vehicle, and has got to be dropped. Whenever it is still it will be dropped, if it can’t run off. It does that in case of a pond and the river itself as far up as the back water — -as the flash board affects the gradient — back water on top of that — it is still beyond what nature intended. Nature would carry it to a flat place, where it would be deposited. If the dam had never been up there and the water got out over the bottom land, the water would run off, carrying this suspended sand, as fast as nature allows

J. A. Peeler, a witness for plaintiffs, testified, in part: “I could not say when most of the sand was put there. It has been getting on there for several years. I would say some five or six years ago before any real damage. There is a portion of it covered with sand. The land I worked I stuck a stick in it, and said is deep, that was just before last court. It would be hard to tell what the average depth of the sand is unless a man measured it. I would say anywhere from two- to two and a half feet. Some places as deep as a man’s hip. Q. Do you know what put that sand there ? Ans.: Caused from slow water of Caroleen dam, I would say. ... I am a farmer. I would not want to plant a crop on it for myself.”

B.-A. Stalnaker, a witness for plaintiffs, testified, in part: “I went to Caroleen to work in 1917, as chief engineer and electrician. There were no flash boards on the dam when I went there 1 February, 1917. I put them on, I think, about April, 1917, with the superintendent’s permission, in order to make the water last longer. The height of the boards did not run even, but were between two and three feet. ... At that time there were four flood gates in operation, and one over near the west bank that had been out of commission a long time and was not operated. The flood gates are three feet by five, and the purpose is to draw open the pond and keep it clean. I worked there eight years. . . . I drew the pond pretty often, usually after I got the gates fixed. I drew it every other Saturday in order to clean the pond and get out mud that would bank up around there, and to make it hold more water. There was plenty of sand there when I first drew the pond. Eight in the channel there was about 20 feet of mud in some places. I cut out about 20 feet. The pond got more shallow as it went to the land. . . . In the summer time I usually opened the flood gates every two weeks, *621 every other Saturday. We had an ice plant and did not want to cripple it every week, just every other week.”

We think the evidence, direct and circumstantial, as to the damage for the three years, from 15 December, 1931, sufficient to be submitted to the jury.

The court below charged the jury, to which there was no exception, as follows: “The plaintiffs are not asking for any permanent damage created to that property prior to three years before 15 December, 1931.

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Bluebook (online)
184 S.E. 535, 209 N.C. 615, 1936 N.C. LEXIS 308, Counsel Stack Legal Research, https://law.counselstack.com/opinion/teseneer-v-henrietta-mills-co-nc-1936.