Uncertain Boundary Line and Missing Monuments – Some Rules For How You Locate the Line in California

In Jacques Bloxham v. Todd Salinger, the parties owned adjoin parcels with a common boundary line in Soquel Creek. Neither surveyor was able to locate the North and South Corners of the common property line. They reviewed the field notes of the original survey, which took place 150 years ago. They did locate a “witness tree” stump (the tree had been logged). A witness tree is one which has been blazed, is near a corner, it is located at a specific distance and bearing from the corner. If you know the distance and bearing, you can locate where the corner was by measuring from the witness tree. They also find “line trees” -trees directly on the line, indicated by blazes.

FOLLOWING THE FOOTSTEPS OF THE ORIGINAL SURVEYOR

In determining who was correct, the Court of Appeals went through the numerous rules regarding land surveying, including California statutes, and the Manual of Surveying Instructions, which is published by the Bureau of Land management. First of all, the location of a disputed boundary line is proven by retracing, as nearly as possible based upon existing evidence, the footsteps of the original surveyor who made the last-accepted government survey and place the corners and lines where they were placed by him.
“It is for the trial court, upon all the evidence, to fix the [common sectional corner] at a point where it will best accord with the natural objects described in the [original] field-notes as being about it, and found to exist on the ground, and which is least inconsistent with the distances mentioned in the notes and plat.” The location of the monuments placed in connection with the original survey is of primary importance; monuments control over courses, distances, lines and angles. Code Civ. Proc. § 2077
Here, were the last survey was conduction in the 1850’s, an expert witness established that compasses of that time were capable of measuring accurately to a quarter of a degree, which meant that there could be a discrepancy of plus or minus 15 minutes, as measured from a witness tree. Thus, there will be some slack in relocating the corner today.

LOST CORNER vs. OBLITERATED CORNER

These are specifically defined terms in the Manual of Survey Instructions. A lost corner is a point of a survey whose position cannot be determined, beyond reasonable doubt, either from traces of the original marks or from acceptable evidence or testimony that bears upon the original position, and whose location can be restored only by reference to one or more interdependent corners.

An obliterated corner is a corner that can be established beyond a reasonable doubt even though the corner and its accessories have been lost. Its position can be located by the acts and testimony of interested landowners, competent evidence, necessary records in order to show where the corner was actually located on the ground by the creating surveyor.