Restoring a Lost Center of Section Against a 1978 Monument
An office retracement of the SE 1/4 of Section 14, T4N, R2W, in a county where the 1853 GLO field notes and plat are available. Section 14 is regular except that the GLO plat records the north line as 55.00 chains rather than 80.00. Field work returns:
- SE corner: original 1853 stone, in place, '14' chiseled on the east face.
- E 1/4: original stone, in place, 40.00 chains from the SE corner, matching the notes.
- S 1/4 and W 1/4: original stones, in place.
- N 1/4: original stone, in place; its bearing trees are gone.
- Center of section: no monument found.
A 1978 record survey by a local firm set a 30-inch rebar with cap at the center of section, 'set by proportion from found corners.' A 2019 subdivision of the NE 1/4, now containing nine built-on lots, used that rebar. Your recomputation from the four quarter corners puts the intersection 1.6 ft northwest of it. The SE 1/4 owner points to a fence 8 ft inside the east section line and says his family has farmed to it since 1968.
1. How do you establish the center of section, and what weight do you give the 1978 rebar?
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All four quarter corners are original GLO monuments, found in place and corroborated by the record distances (the E 1/4 at 40.00 chains from the SE corner). They control. The center of section is a lost corner and must be restored from them.
Method: the center of section is not a distance proportion of the section's area or a midpoint of any single line. It is the intersection of straight lines joining the opposite quarter-section corners - E 1/4 to W 1/4 and N 1/4 to S 1/4. Run both lines between the found monuments, intersect them, and hold that intersection. Set a new monument (5/8-in rebar, cap stamped with your license number and 'CENTER SEC 14, SET BY PROPORTION') and record the basis, coordinates, and ties to all four quarter corners in the field book and on the plat.
The 1978 rebar is a monument of record, not an original boundary monument. It preserves a prior surveyor's opinion and deserves investigation, not automatic deference. Because your intersection differs by 1.6 ft, pull the 1978 file and field book. If the prior surveyor used the same method and the same corners, the difference is likely a computation or transcription error and should not be perpetuated. If that surveyor had bearing-tree or other evidence now destroyed, that evidence may be better than a bare recomputation and must be weighed.
Do not file a survey that silently disagrees. Show the 1978 monument, dimension the 1.6-ft relationship, and state the basis for your position. Consider notifying the prior surveyor and the affected NE 1/4 owners.
2. What do you do about the 8-ft fence offset and the owner's 50-plus years of farming to it?
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The fence is physical evidence of occupation, not a boundary monument, and it is junior to the 1853 GLO corners. Your task is to locate and report, not to decide title.
Steps:
- Hold the section line as established by the original SE and E 1/4 stones.
- Tie and dimension the fence along its full length, showing the 8-ft offset and the area between fence and line.
- Record the owner's statement and any documents he has - old deeds, tax maps, photographs, aerial imagery.
- Note the discrepancy on the plat and in the report, stating clearly that a claim of adverse possession, boundary by agreement, or estoppel may exist and is a matter for counsel.
- Do not certify that the record line is free of claims, and do not shift the boundary to the fence without a written agreement or adjudication.
Fifty-seven years of farming is long enough to matter in most jurisdictions, but the surveyor cannot make that legal call. The correct product shows both the record line and the occupation line, fully dimensioned, so the client and counsel can evaluate the claim. If the owner asks you to 'hold the fence,' decline in writing and explain why. Also note that the fence may affect the owner's title insurance and any pending sale, so the disclosure protects the owner as well as you.
3. The 2019 NE 1/4 subdivision relied on the 1978 monument. What do you show and what do you do about the nine built-on lots?
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Your restored center moves the south line of the NE 1/4 by up to 1.6 ft at the center, tapering to zero at the E 1/4 and N 1/4 corners. Nine built-on lots, their fences, and their utilities inherit that discrepancy.
What to do:
- Complete the retracement and quantify the effect lot by lot - compute each affected line and the difference from the 2019 plat.
- Do not blend or average two positions to reduce the conflict; that creates a third, unsupported position.
- Show the 1978 monument, your restored center, and the 2019 lot lines on your plat with dimensions and a note explaining the basis for each.
- Advise the owner, and if the survey supports a transaction, advise that title and the 2019 lots be reviewed by counsel.
- Check your state's law on monumented subdivisions and reliance. A recorded plat with set monuments, followed by conveyances by lot number, can itself be the best evidence of the center even if the original math was off.
That last point matters practically. If the 2019 surveyor set monuments and lots were conveyed by reference to them, the accepted boundary may be the plat, not your recomputation. That is a legal question, but it shapes what you show and how you qualify the survey. A surveyor who 'corrects' a recorded plat by 1.6 ft without flagging the conflict creates liability for everyone, including the nine owners who did nothing wrong.