Hajec v. Novitzke

175 N.W.2d 193, 46 Wis. 2d 402, 1970 Wisc. LEXIS 1084
CourtWisconsin Supreme Court
DecidedMarch 31, 1970
Docket95
StatusPublished
Cited by11 cases

This text of 175 N.W.2d 193 (Hajec v. Novitzke) 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
Hajec v. Novitzke, 175 N.W.2d 193, 46 Wis. 2d 402, 1970 Wisc. LEXIS 1084 (Wis. 1970).

Opinion

Wilkie, J.

On defendants’ appeal three issues are presented:

1. Is the trial court’s finding that the deed from Lang and Novitzke of April 22, 1965, conveyed to Hajee the portion of the property on which the well and trees which Hajee subsequently cut were located not against the great weight and clear preponderance of the evidence?

2. Did Lang and Novitzke establish that they were entitled to reformation of the deed ?

3. Did Novitzke have probable cause to sign the complaint against Hajee ?

Where was the westerly boundary?

It is clear that Lang and Novitzke intended to convey to Hajee the property described in the deed. What is not so clear is whether the parties knew where the westerly boundary of that description was. Neither Hajee nor Lang nor Novitzke had the property surveyed prior to the execution of the deed. Only after Hajee was charged with timber trespass following his entry on the property to cut trees did he hire Leonard Lampert to do a survey to determine the western boundary line of his property. Lampert’s survey indicated that the western boundary line was approximately five feet west of the well. Under this survey the well and the trees were all on the land deeded to Hajee.

*410 On the other hand, the defendants waited until after the malicious prosecution action was started against them and shortly before the court trial on that dispute and over the location of the westerly boundary line to hire Reuben Davel, also a registered land surveyor, to establish the disputed western boundary line. Davel did not make a complete survey of the property involved in this dispute, but he did attempt to establish where the western boundary line would be. His conclusion flatly contradicted Lampert’s. Davel indicated that if the stone fence line were extended south, as Lang and Novitzke claim the agreement called for, the well would be 27 feet, three inches west of this line. In other words, the well clearly would be on Lang’s and Novitzke’s property. In addition, Davel determined that if the western boundary line were established according to the original government notes, it would be approximately nine inches east of the well. Thus, the well and trees would still be on Lang’s and Novitzke’s property.

Since the deed, as drafted by Lang’s and Novitzke’s attorney, did not qualify the description of the property by incorporating the alleged agreement that the western boundary 'of the parcel would be the extension of the stone fence line southerly, it must be assumed that the parcel conveyed was to include all within the description as stated. When there is a deficiency in a description contained in a deed, it is construed against the party who drafted it. 2

The exact location of the western boundary line is a factual determination. In adopting its findings on this point, the trial court had to choose between the Lampert and Davel surveys. He chose to rely on the Lampert survey and his testimony.

*411 Lampert is an eminently qualified land surveyor with much experience. In making the survey involved in this case, Lampert employed the dependent retracement technique as set forth in the United States Department of Interior publication, Manual of Instructions for the Survey of Public Land,

In conducting his survey, Lampert studied the original field notes which were recorded and showed that the section was surveyed and monumented by posts in 1858. Lampert found a stone marker at the intersection of county trunk highways C and X at the northwest corner of section 30. Although this was not the original monument since it was a stone, not a post, Lampert concluded that it could be considered as properly located since it was part of the range line between two towns. Lampert and his crew were unable to locate a monument at the northeast corner of the section. Residents of the area told the crew that the stone at the northeast corner had been moved as had the location of the town road running along the east side of section 30.

Since this corner was lost, Lampert used a procedure for resetting lost corners as set forth in the Department of Interior publication. By this method, called the single proportionate measurement method, two fixed points are located and the distance between them measured. This distance is then compared with the distance shown on the original survey notes and a ratio is determined. The overage or shortage is then apportioned over the whole line between the two points.

Lampert used the northwest cornerstone as one point and chose, as the other, the point where the Eau Claire river crossed the north line of section 28, about two and one-half miles east of the northwest cornerstone. According to Lampert, these two points were 114 feet closer together at the time of the survey as compared to the original 1853 field notes. This variation in distances is not unusual since today’s instruments are more accurate. *412 The 114 feet were apportioned over the entire two and one-half miles between these points to determine the position of the western boundary line of the property in dispute. This necessarily pushed the westerly boundary farther west than if marked by the stone fence on the Hajec property in section 19.

In opposition to this survey, Lang and Novitzke hired Davel to establish the western boundary line. Davel, also highly qualified as a surveyor and with previous experience, admittedly did not make a complete survey. He also used the stone at the northwest corner of section 30 as a starting point. But instead of going to the Eau Claire river as the other point, he used a stone marker allegedly located at the quarter line of section 29. This corner he took to be approximately one-half mile east of the northeast corner of section 30. He measured from west to east and also found a variation between the present measurement of section 30 and the original field note measurement of 59 feet. Thus by using Davel’s method there would be an overage of 59 feet in section 30 and a shortage of 165 feet in the next section. The trial court apparently viewed this extra 59 feet as a factor diminishing the reliability of Davel’s survey.

In his brief, the respondent points out other internal weaknesses in the method employed by Davel: Davel used the cement marker at the quarter line of adjoining section 29, yet there was no testimony this was a survey marker. It was not the original monument since it was a cement marker and not a post, and concrete was not used for markers until after 1910.

Similarly, Davel assumed that the northeast corner of section 30 was the center of the intersection between county highway C and the town road, yet no corner marker was found. The only proof that this was the case was that the road was there. However, roads are not always on section lines.

*413 We need go no further. The point is clear. The trial court was justified in relying on the Lampert survey as establishing the boundary line. Such reliance was not against the great weight and clear preponderance of the evidence.

Mutual mistake.

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Bluebook (online)
175 N.W.2d 193, 46 Wis. 2d 402, 1970 Wisc. LEXIS 1084, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hajec-v-novitzke-wis-1970.