5.1 The North Carolina Priority of Calls Hierarchy (Cherry v. Slade)

5.1 The North Carolina Priority of Calls Hierarchy (Cherry v. Slade)

In North Carolina boundary jurisprudence, retracing a real property boundary is fundamentally a search for the intent of the original grantor as expressed within the written instrument. However, when a deed description contains conflicting, contradictory, or irreconcilable calls—such as when a distance terminates short of a designated creek, or a bearing misses an original marked corner tree—courts and surveyors cannot resolve the conflict arbitrarily.

Instead, North Carolina applies a rigorous, 200-year-old common law hierarchy established in the landmark decision Cherry v. Slade's Lessee, 7 N.C. 82 (1819). Written by Chief Justice John Louis Taylor, Cherry v. Slade remains the supreme canon of boundary construction in North Carolina, cited continuously by appellate courts and embedded into the standards of professional land surveying practice.

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1. The Common Law Rationale: Certainty and the Footsteps of the Surveyor

The fundamental philosophy underpinning the priority of calls is the principle of evidentiary certainty. The law presumes that the parties to a land conveyance are less likely to be mistaken about permanent, visible physical objects on the earth than about mathematical measurements made with fallible instruments, chains, and mathematical calculations.

+-----------------------------------------------------------------------------+
|                  NORTH CAROLINA PRIORITY OF CALLS HIERARCHY                 |
|                                                                             |
|   [HIGHEST CERTAINTY / STRONGEST CONTROL]                                   |
|   │                                                                         |
|   ├── 1. NATURAL MONUMENTS (Rivers, Creeks, Swamps, Ridges, Prominent Rocks)|
|   │      --> Highest permanence, least susceptible to error or fraud        |
|   │                                                                         |
|   ├── 2. ARTIFICIAL MONUMENTS & MARKED LINES (Pipes, Stones, Marked Trees)  |
|   │      --> Physical "footsteps of the original surveyor" made at survey   |
|   │                                                                         |
|   ├── 3. CALLS FOR ADJOINERS / RECORD LINES (Lines of Adjacent Tracts)      |
|   │      --> Treated as quasi-monuments if line is known or established     |
|   │                                                                         |
|   ├── 4. COURSES (Bearings / Angular Directions)                            |
|   │      --> Historically favored over distance due to chaining errors     |
|   │                                                                         |
|   ├── 5. DISTANCES (Linear Measurements)                                    |
|   │      --> Subject to chain sag, slope error, tally error, tape stretch   |
|   │                                                                         |
|   └── 6. QUANTITY / ACREAGE ("Containing 50 Acres, More or Less")           |
|          --> Lowest evidentiary value; matter of description, not boundary  |
|   [LOWEST CERTAINTY / WEAKEST CONTROL]                                      |
+-----------------------------------------------------------------------------+

The "Footsteps" Principle:

The primary objective of a boundary retracement survey in North Carolina is not to correct the geometry of the original survey, but to retrace the original footsteps of the surveyor where the lines were actually run and marked on the ground at the time of the transaction. If the original surveyor marked a tree or set a stone, that marked physical location defines the legal corner, even if the bearing or distance recorded in the grant was mathematically erroneous.

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2. The Four Rules of Cherry v. Slade (1819)

In Cherry v. Slade's Lessee, the North Carolina Supreme Court codified four explicit rules to govern conflicting calls in grants and deeds:

                    THE FOUR RULES OF CHERRY v. SLADE (1819)
                    ┌───────────────────────────────────────┐
                    │  RULE 1: Natural Monuments Control    │
                    │  Artificial Marks, Course & Distance  │
                    ├───────────────────────────────────────┤
                    │  RULE 2: Marked Lines & Corners       │
                    │  Control Course and Distance          │
                    ├───────────────────────────────────────┤
                    │  RULE 3: Calls for Adjoiner Lines     │
                    │  Control Course and Distance          │
                    ├───────────────────────────────────────┤
                    │  RULE 4: Mathematical Course &        │
                    │  Distance Govern When Above Fail      │
                    └───────────────────────────────────────┘

Rule 1: Natural Objects Control All Lower Calls

"Where a deed or grant calls for a natural object, as a river, a creek, a swamp, a tree, etc., and then gives the course and distance, the course and distance must be disregarded if they will not carry the line to the natural object, but the line must go to the natural object."

• Legal Justification: Natural features (such as the main channel of a navigable river, the run of a swamp, or a mountain ridge) are permanent landmarks that grantors and grantees naturally identify as the intended division line.
• Application: If a deed calls for "North 45° East 100 poles to the run of Flat Swamp, thence down the run of said swamp," and the distance of 100 poles terminates 15 poles short of the swamp, the distance must be extended to the swamp run. The physical watercourse controls the terminus.

Rule 2: Marked Lines and Artificial Monuments Control Course and Distance

"Where a deed calls for a marked tree or line, or an artificial monument, as a stake, stone, post, etc., and also gives the course and distance, the marked line or artificial monument, if identified as made or adopted for the survey, will control the course and distance."

• Contemporaneous Survey Requirement: To control, the marked line, chop, blaze, or monument must have been established or adopted contemporaneously with the execution of the deed or the original grant survey (Tatem v. Paine, Marsh v. Berry).
• Corner Trees & Blazes: In early North Carolina surveys, surveyors marked lines by placing "chops" (three horizontal hacks) on fore-and-aft trees along the path and blazes on side trees facing the line. A marked corner tree established in the original survey controls over an incompatible deed bearing.

Rule 3: Calls for Adjoining Tracts Control Course and Distance

"Where a deed calls for the line of another tract of land, if that line is known or established, the line must be extended to it, although the distance falls short or exceeds the distance called for in the deed."

• Adjoiners as Monuments: North Carolina courts treat the established line of an adjoining senior tract as a record monument (Corn v. McCrary, Pruden v. Keemer).
• The "Known or Established" Standard: A call for an adjoiner controls course and distance only if the adjoiner's boundary can be located with certainty by record title or physical evidence. If the adjoining line is indefinite, speculative, or unlocatable, the call fails and the surveyor falls back on course and distance (Rule 4).

Rule 4: Course and Distance Govern When All Higher Calls Fail

"Where there are no natural boundaries called for, no marked trees or lines to be found, nor any call for the line of another tract, we must of necessity have recourse to the course and distance mentioned in the deed."

• Mathematical Fallback: If the trees have rotted away, no artificial monuments were set or preserved, no natural waters are referenced, and no senior adjoiner lines can be established, the mathematical description (bearing and distance) constitutes the sole remaining legal evidence of boundary location.

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3. The Comprehensive Six-Tier Legal Hierarchy

Synthesizing two centuries of North Carolina appellate decisions yields the standard six-tier hierarchy of boundary evidence:

[!NOTE] In early North Carolina practice, course was given priority over distance (Rule of Course over Distance). The historical justification was that early surveyors possessed reasonably accurate magnetic compasses, whereas their linear measurements were severely degraded by Gunter's chains snagging on briars, uncorrected slope chaining in the mountains, and illiterate chain carriers dropping tally pins.

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4. Exceptions to the Hierarchy: Grantor Intent and Palpable Mistake

While the Cherry v. Slade hierarchy provides standard legal rules of construction, the North Carolina Supreme Court has repeatedly affirmed that the priority of calls is a flexible guide to discover grantor intent, not an inflexible rule of law (Cutts v. Casey, 275 N.C. 599; Batson v. Bell, 249 N.C. 718).

+-----------------------------------------------------------------------------+
|                 JUDICIAL EXCEPTIONS TO THE CALL HIERARCHY                   |
|                                                                             |
|   WHEN LOWER CALLS PREVAIL OVER HIGHER CALLS:                               |
|   1. PALPABLE MISTAKE / CLERICAL ERROR                                      |
|      --> Proven transposition of numbers (e.g., "100 poles" written as      |
|          "10 poles" or "North" written instead of "South").                 |
|   2. HIGHER CALL DEFEATS MANIFEST GRANTOR INTENT                            |
|      --> Enforcing a natural monument call would destroy the entire tract,   |
|          cut off access, or convey land the grantor clearly did not own.    |
|   3. HIGHER CALL DESTROYS MATHEMATICAL CLOSURE                              |
|      --> Following an erroneous adjoiner call diverges wildly from all      |
|          other boundary lines and leaves the tract unclosed.                |
|   4. REVERSING CALLS TO FIND A LOST CORNER (*Dobson v. Finley*)             |
|      --> When an intermediate corner is lost, running the description in    |
|          reverse order from a known, undisputed monument locates the corner.|
+-----------------------------------------------------------------------------+

Critical Case Law on Exceptions:

1. Palpable Mistake / Clerical Inadvertence (Batson v. Bell, 249 N.C. 718 (1959)): Where it is obvious from the face of the deed, surrounding circumstances, and physical evidence that a call for an adjoiner or monument was inserted by clerical error, the court will reject the monument call and sustain the course and distance to effectuate the true intent of the parties.

2. Reversing the Calls (Dobson v. Finley, 53 N.C. 495 (1862)): If the beginning corner or an intermediate corner of a tract is lost or destroyed, but subsequent corners and monuments are known and undisputed, the surveyor is legally authorized to reverse the calls—running the bearings and distances in reverse direction from the known monument back to reconstruct the lost corner.

3. Rejection of Quantity (Cutts v. Casey, 275 N.C. 599 (1969)): The statement of quantity ("containing 100 acres") is universally subordinated to specific boundary descriptions. Even if a survey following natural and artificial monuments results in 150 acres or 60 acres, the monumented boundaries govern, and the acreage clause is treated as surplusage.

[!WARNING] A surveyor cannot arbitrarily discard a higher-order call merely because the line fails to close or the distance is off by a substantial margin. Rejection of a monument or adjoiner call requires clear, convincing, and corroborating evidence demonstrating that the call was a physical impossibility or clerical blunder.

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5. Professional Retracement Application for NC Surveyors

Under 21 NCAC 56.1602 (General Survey Procedures), North Carolina professional land surveyors are held to a strict standard of care when applying the priority of calls in boundary retracements:

1. Mandatory Registry Research: Surveyors must examine not only the subject deed but also the deeds of all adjoining parcels back to common source of title to identify senior rights, junior overlaps, and historic monument calls.
2. Physical Search for Original Evidence: A surveyor cannot rely solely on GPS coordinates or total station traverses without conducting an exhaustive physical field search for original blazes, chopped trees, stone mounds, axle spindles, and historic iron pipes called for in prior record instruments.
3. Accounting for Magnetic Declination: When retracing colonial or 19th-century grants where lines were run by magnetic compass, the surveyor must calculate secular variation (magnetic declination shift) from the original survey date to present epoch using NOAA magnetic models or undisputed physical tie lines.