Fehrman v. Bissell Lumber Co.

204 N.W. 582, 188 Wis. 82, 1925 Wisc. LEXIS 131
CourtWisconsin Supreme Court
DecidedNovember 17, 1925
StatusPublished
Cited by10 cases

This text of 204 N.W. 582 (Fehrman v. Bissell Lumber Co.) is published on Counsel Stack Legal Research, covering Wisconsin Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Fehrman v. Bissell Lumber Co., 204 N.W. 582, 188 Wis. 82, 1925 Wisc. LEXIS 131 (Wis. 1925).

Opinions

The following opinions were filed June 22, 1925:

Owen, J.

This action was brought to 'recover damages for trespass and conversion of timber alleged to have been unlawfully cut from the north half of the northeast quarter of section 10, township 35 north, of range 4 east, in Lincoln county, Wisconsin, and more particularly that part thereof included within the triangle marked Y N B on the diagram on page 84.

The question presented is whether the line X Y K B or the line X N A B constitutes the section line between sections 3 and 10, the appellant claiming the first, and the respondent the latter, to be such line.

The case was tried before a jury, which found the line X Y K B to be the true line. The court set aside the verdict of the jury, holding that under the evidence the line X N A B is the true line. The appeal raises the question whether there was any evidence to sustain the verdict of [84]*84the jury. The real question is whether the quarter post between sections 3 and 10 is a lost or obliterated corner, as, if it is a lost corner, there is no dispute but that a relocation

thereof in accordance with established rules, fixes it at Y. It is claimed by respondent that it is not a lost corner, and its contention is based upon evidence which may be epitomized as follows: The witness H. H. Stolle, who was [85]*85chairman of the town m which the' disputed premises are located for a period of fifteen years, from about 1905 to 1920, testified that in 1902 he was one of the stockholders and looked after the logging operations of the Stolle Lumber & Veneer Company. That company owned the northern four forties of section 10 and prosecuted logging operations upon said forties in 1902; that before starting to log said forties the witness, together with his foreman, located the section line between sections 10 and 3. He testified that he located the witness trees bearing upon the quarter corner. They corresponded with the witness trees mentioned in the field-notes. They had the government marks on them, section.” He did not claim that he found the government stake, but testified that there was some old rotted-down stake . there. The quarter corner as thus located is at the point A on the diagram. The dotted lines on the diagram running east and west and north and south represent existing roads and highways which cross at A, the place where Stolle claims the quarter corner to be, but those roads were not there at the time Stolle located the quarter corners. Stolle also' testified that he found blazes on the trees located east and west along the line X N A B. He did not, however, place any stake at the point which he located as the quarter corner. The Stolle Lumber & Veneer Company cut no timber north of the line so fixed by Stolle as the section line between sections 3 and 10.

Another witness, J. F. Kavanaugh, testified that he saw one witness tree at the quarter comer between sections 3 and 10 in 1902. “There was a spot on it, and bearing marks on it, but they were a little dim. And I clawed down below the root and I found two letters there, quite plain. The letters ‘B T.’ ” It was very close to where the roads now cross, but there were no roads there at that time. He did not find anything resembling a government corner stake.

Another witness, Abe Yohn, testified that he was running a camp for the Stolle-Brandt Lumber Company in 1902 [86]*86and 1903, when they were cutting on the north half of the northeast quarter of section 10. He testified that he saw a hemlock tree upon which there were government marks reading section.” He testifies also that there was a new quarter post stuck in there. This was at the point marked A on the diagram.

This testimony, standing alone, was sufficient to locate the quarter post at the point A, and if the jury was bound to believe it they were unwarranted in finding that the true quarter comer was at point Y. They could not disregard it or disbelieve it unless the record contained evidence impeaching it. The trial court came to the conclusion that “there is nothing in the evidence that seriously impeaches the testimony of these witnesses,” and accordingly set aside the verdict of the jury in this respect. It is necessary, therefore, to consider whether the evidence relied upon by the plaintiff is sufficient to cast doubt on the testimony of these witnesses or to justify a contrary inference.

It is conceded that the northeast and northwest comers of section 10 are known corners. The government field-notes indicate that in surveying between sections 3 and 10 the surveyors started at the northeast quarter of section 10, proceeded west 39 chains and 87 links, and set the quarter-section post; that at 45 chains and 30 links they struck the Somo river, and that at 79 chains and 75 links they set the northwest corner of section 10. The line X Y K B corresponds with the distances called for by the field-notes, while it is apparent that the line X N A B calls for a considerably longer distance. The government field-notes show the distance from the° northeast comer of section 10 to the quarter corner to be 39 chains and 87 links, and from that corner to the Somo river-a distance of 45 chains and 50 links. It necessarily follows that the distance from the quarter corner to the Somo river is 5 chains and 63 links, or practically 22 rods. The distance from Y to the Somo river was not measured by any surveyor, but surveyor Smith [87]*87testified that it was about 22 rods. Although he did not measure the distance, his opinion as to the distance cannot be utterly ignored, as it is the opinion of one who has had experience in both estimating and measuring distances. It is undisputed that the point A, where appellant claims the quarter post to be, is about 12 rods south and about 12 rods east of point Y. The distance from point A to the Somo river was measured and found to be 33 rods. Blazed trees were found along the line X Y K B by the two surveyors who testified in the case. Stolle did not deny that there were blazed trees along that line. He said there might have been, but they were not sufficiently numerous to interest him.

Louis Kleinschmidt testified that when he was county surveyor of Lincoln county, beginning at the north line of section 3 he ran south along the quarter line of section 3. When he had chained a mile he was about ten rods north of point A. He found an old stake at the cross-roads, but he did not see any of the original government trees. He found a stake upon one side which was marked “R¡,” and on the other side it was pretty rotten. He would not say it was an original stake. He said it was an old stake. This was long- after Stolle had located the corner. He stopped chaining when he was ten rods north of this post. After looking around and finding this post he chained eight or ten rods further to the post. Taking this as the quarter post, he found section 3 big from north to south.-

It is undisputed in the evidence that a survey along the north-and-south quarter line through sections 3 and 10 intersected the section line between sections 3 and 10 very nearly at point Y.

A circular of the General Land Office relating to the restoration of lost and obliterated corners, issued in 1903, states:

“An obliterated corner is one where no visible evidence remains of the work of the original surveyor in establishing [88]*88it.

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Cite This Page — Counsel Stack

Bluebook (online)
204 N.W. 582, 188 Wis. 82, 1925 Wisc. LEXIS 131, Counsel Stack Legal Research, https://law.counselstack.com/opinion/fehrman-v-bissell-lumber-co-wis-1925.