Porter v. Counts
Before: Chipman
Synopsis
Action to Establish Disputed Boundary op Government Survey— Survey Made According to Government Bules—Support op Findings.—Where in an action of ejectment it was sought to establish the disputed boundary of a government section, it is held that proof of a survey made by a competent surveyor, who followed the rules of the land department in determining the location of the disputed line, was competent to show its location, and findings based thereon according to his testimony of such survey were supported thereby.
Id.—Motion por New Trial por Further Survey—Insufficient Ground.—A motion for a new trial made by the losing party, in order to have a further new survey made, will not be granted where the case has been twice tried, and the surveyor who made the survey is shown to be well qualified to make it, and the losing party had full opportunity to call in the services of any other surveyor of his own choice to do the work preparatory to his defense.
CHIPMAN, P. J.
This is an action in ejectment, the real issue being to establish the boundary line between adjoining tracts of land claimed by the parties respectively. The cause was here on appeal from the judgment in favor of plaintiffs at the first trial and was reversed and sent back with directions to establish more definitely the west boundary of plaintiffs’ land which would also be the east boundary of defendant’s land.
(Porter
v.
Counts,
6 Cal. App. 550, [92 Pac. 655].) At the second trial plaintiffs had judgment, from which and from the order denying his motion for a new trial defendant appeals.
[242]
There is no conflict in the evidence, for the' findings rest upon the testimony of surveyor Elsemore, who was the only witness who undertook to make the survey necessary to the ascertainment of the desired line. The point of objection to the finding and judgment is that in making the survey Mr. Elsemore did not follow the rules and regulations prescribed by the United States land department. The same point was made on the former appeal, and it was held that, while the evidence was sufficient to show that defendant had encroached upon plaintiff’s .land, it was not sufficient to determine to what extent the encroachment went, nor was it sufficient to meet the issue raised by defendant’s cross-complaint.
The findings- and judgment at the first trial were supported by witness Elsemore’s testimony, as they are now. But at the second trial his testimony showed that he had made some further surveys and was able to definitely locate the line to establish which the cause had been remanded for a new trial.
Plaintiffs are the owners of the southeast quarter of the northwest quarter and the east half of the southwest quarter of section 19, and the northeast quarter of the northwest quarter -of section 30, township 3 north, range 4 east, Humboldt meridian. Defendant is the owner of lots 2, 3 and 4 of said section 19 and lot 1 of said section 30. It is not deemed necessary to give all the testimony of witness Elsemore showing in detail the method by which he reached his conclusion. He testified that he followed the rules and regulations laid down by the general land office in ascertaining the location of corners and boundary lines of sections and subdivisions of sections, and we cannot discover, from anything brought out in his cross-examination, or otherwise, that his method was in violation or in disregard of these regulations and directions, nor was it, so far as we can see, likely to result in making an incorrect or unwarranted location of this disputed line. By taking a township plat and following what we shall briefly show was done by the witness, it will be seen that the court was justified in its findings. All the section corners on the west township line are still in place, from section 30 to the northwest corner of section 18. So, also, are the section corners on the south township line east to the southwest corner of section 33. Prom this latter section corner running north to the southwest corner of section 16 the section corners were
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