MS Land Surveyor common mistakes
MS Land Surveyor · Understand the traps and how to avoid them.
Holding record bearings and distances above an undisturbed original monument because the deed math 'closes better' than the monument position.
Candidates are trained in computation and get psychological satisfaction from a closed traverse; exam items deliberately put a pristine original monument in conflict with a tidy record call, and the computation habit overrides the legal hierarchy.
What to do instead
Drill a fixed priority order until automatic: original undisturbed monument, then subsequent monument, then natural calls, then artificial calls, then courses and distances, then area. Work 15–20 conflict scenarios where the monument is 0.4 ft off the record distance and force yourself to state the boundary from the monument first, then explain the record call as evidence only.
Resolving a boundary dispute using only the recorded deed and plat, ignoring unwritten rights such as adverse possession, prescription, acquiescence, or practical location.
Record research feels like the 'real' survey work, and unwritten rights can sound like hearsay; candidates underweight them and answer as if the written record is exhaustive.
What to do instead
Build a one-page checklist of unwritten-rights doctrines and run every boundary item through it before choosing an answer: period of possession, openness, hostility, claim of right, payment of taxes where relevant, recognition of a common line, and evidence of practical location (fences, hedges, improvements). Practice fact patterns where the deed line and the occupied line differ and identify which doctrine governs.
Mixing bearing quadrants with azimuths and applying magnetic declination with the wrong sign when reducing field data.
Converters and data collectors do this silently in practice, so candidates never build the habit of checking direction conventions; a single sign error propagates into every coordinate and the answer choices are built to catch it.
What to do instead
Adopt a fixed workflow: sketch every traverse, convert all bearings to azimuths from north clockwise at the start, apply declination once with a written rule ('east declination, magnetic to true, add'), and convert back only at the end. Do 20 timed conversions in both directions until a wrong sign produces an obviously wrong closure.
Reporting precision or applying a traverse adjustment incorrectly - dividing the linear misclosure by the wrong quantity, or distributing error with the compass rule when the data call for another method, or adjusting a traverse that should be held fixed.
Precision ratio and adjustment rules are memorized as formulas without the underlying assumption that random error is being distributed; candidates plug numbers into the wrong denominator or adjust control that should be held.
What to do instead
Write out the definition before computing: precision = linear error of closure divided by total traverse perimeter, expressed as 1:X. Practice identifying which points are fixed control, which are to be adjusted, and whether error is random or systematic. Check every closure by an independent method (area by coordinates, inverse between adjusted points) before selecting an answer.
Searching only the immediate deed and the current plat, without chaining back through prior conveyances, plat books, chancery records, or tax records.
Time pressure plus the assumption that the exam will hand over a complete record packet; candidates stop at the first document that seems to answer the question and miss the senior instrument or the unrecorded interest that controls.
What to do instead
Use a mandatory research sequence on every records item: current deed, grantor index back to the source, prior plats and replats, easements and rights-of-way, judgments and liens, and tax descriptions. Practice 'chain the title' problems that require three or more instruments before the controlling call appears.
Misusing the grantor/grantee indexes and recording-priority rules - searching only by grantee name, or assuming the first-dated instrument always prevails over one recorded earlier.
Index mechanics and Mississippi recording/priority rules are learned by osmosis in the office and are rarely tested in school; candidates fall back on a general 'first in time' slogan that ignores recording status and notice.
What to do instead
Memorize how each index is keyed and work sample name searches with variants and corporate/estate entries. Then work priority scenarios: recorded vs. unrecorded, notice vs. race-notice, and instruments outside the chain of title. State the rule you are applying in one sentence before answering.
Treating grid distances and ground distances as interchangeable, or applying the wrong Mississippi State Plane zone or scale factor.
Most field work is done near ground and software hides the projection; candidates forget that the east and west zones have different origins and that combined scale factors must be applied in the correct direction.
What to do instead
Practice converting between ground, ellipsoid, and grid in both directions for both Mississippi zones, including elevation factor and map scale factor. Always label every distance as ground or grid in your scratch work, and sanity-check that grid distances near the central meridian are close to ground and diverge with distance from it.
Submitting or evaluating a plat without checking every required element - scale, north arrow, signatures and seals, certifications, adjoining owner names, benchmark and control data, and the surveyor's narrative.
Candidates focus on the geometry they computed and treat the marginal data and certifications as boilerplate, so they miss statutory minimum-content requirements that are easy exam points.
What to do instead
Create a literal checklist from the Mississippi minimum standards and apply it to three or four sample plats, marking each required element present or missing. On exam items, scan for the omitted certification or the missing basis of bearing before evaluating the geometry, because that is usually the intended defect.
Yielding to client or employer pressure to move a boundary line, backdate a survey, or sign off on work not performed under direct supervision.
Ethics items are phrased as reasonable-sounding business requests, and candidates answer as an employee rather than as a licensee with an independent duty to the public.
What to do instead
Rehearse the standard responses: decline, document the request and the refusal in writing, and escalate to the responsible licensed surveyor or the board as appropriate. Know the board's rules on responsibility for work, seal use, and supervision, and answer ethics items from the licensee's duty to the public rather than to the client's preference.
Applying generic national standards or another state's rules where the item asks for Mississippi-specific requirements - firm registration, certificate of authorization, seal and signature rules, or continuing education.
Candidates study from national review material and assume state rules mirror the model law; small differences in who may offer surveying services, how seals are applied, and what counts for PDH become wrong answers.
What to do instead
Work directly from the Mississippi board statute and rules, and build a one-page comparison of Mississippi versus the generic model on firm permitting, seal use, supervision, monumentation, and continuing education. On any item mentioning a statute, regulation, or board, ask 'what does Mississippi specifically require' before choosing.