North Carolina dam safety

North Carolina Dam Hazard Classification (Class A, B, C)

By Michael Flynn, PE · water resources & dam safety engineer

North Carolina classifies dams by what happens downstream if they fail — not by how tall they are or how much they hold. The criteria are in 15A NCAC 02K .0105, and the distinction between "minor" and "serious" damage comes down to a specific number: 1.5 feet of flood rise.

Size is not hazard

The single most common error in North Carolina dam safety is assuming a small dam is a low-hazard dam. Classification is a consequence test. A six-foot farm pond dam with an occupied dwelling below it is Class C, high hazard, with everything that follows: an emergency action plan, the high-hazard inflow design flood, and the full inspection schedule.

The three classes

15A NCAC 02K .0105(a) divides dams into three classes, quoted here in full:

15A NCAC 02K .0105(a) — classification of dams
ClassHazardCriteria as written
ALow Dams located where failure may damage uninhabited low value non-residential buildings, agricultural land, or low volume roads.
BIntermediate Dams located where failure may damage highways or secondary railroads, cause interruption of use or service of public utilities, cause minor damage to isolated homes, or cause minor damage to commercial and industrial buildings.
CHigh Dams located where failure will likely cause loss of life or serious damage to homes, industrial and commercial buildings, important public utilities, primary highways, or major railroads.

What "minor damage" means — the 1.5-foot test

Class B turns entirely on the word "minor," and the rule defines it precisely. Damage is minor only when both conditions hold:

The rule then closes the door explicitly: "All other damage potential will be considered serious." There is no engineering judgment left in that sentence. If a structure takes more than 1.5 feet of rise, or sits in the direct path of the breach wave, the dam is Class C.

Why this drives the breach model

Problem: A Class B classification has to be defended with a number, not an opinion.
Consequence: You need breach routing far enough downstream to show flood rise at each structure, referenced to the lower of adjacent grade or lowest floor.
Practical effect: Ground-truthed floor elevations often decide the class. A structure surveyed at 1.4 ft of rise is Class B; the same structure at 1.6 ft is Class C, and the dam then needs an EAP and a larger IDF.
Tools: breach peak discharge, then a routed model for stage at the structures.

The rest of the rule

Subsections (b) through (f) carry requirements that are easy to miss and frequently decide a classification:

15A NCAC 02K .0105(b)–(f)
SubRequirement
(b)Classifications are proposed by the design engineer and are subject to approval by the Director. Your classification is a proposal until the Director accepts it.
(c)Probable future development of the downstream area must be considered. A dam above vacant land zoned residential is not automatically Class A.
(d)Dams are subject to reclassification if the Director determines hazard potential has changed. Non-structural measures of demonstrated effectiveness — flood plain zoning, early warning systems — may be considered.
(e)Cascade rule. Where dams are spaced so failure of an upper dam would likely fail a lower dam, the consequence of the lower dam's failure is a determining factor for the upper dam's classification.
(f)Where a bridge or roadway is the only damageable property below a dam, consideration must be given to possible loss of life, indirect economic impact through loss of service, and direct cost of damage.

Class A / B / C versus the NID's Low / Significant / High

These are two vocabularies for the same three-tier scheme, and mixing them up causes real confusion when comparing state records against federal data:

Terminology crosswalk
15A NCAC 02KNational Inventory of DamsFEMA P-93
Class ALowLow
Class B (intermediate)SignificantSignificant
Class CHighHigh

History note. Statutory authority G.S. 143-215.31 and 143-215.34; rule effective June 15, 1980. The NCDEQ hazard classification criteria form reproducing this rule is revised 02/14/18.

Hazard Classification Screen
Work the consequence criteria against your downstream inventory
Dam Breach Peak Discharge
Froehlich 2008 and NWS regressions for the breach wave
EAP Requirements →
What Class B and Class C classification obligates you to file

Scope. This page is general information about North Carolina dam safety regulation, current as of 2026-08-28. It is not an engineering opinion about any specific structure and it is not legal advice. Requirements change when the General Assembly amends the Dam Safety Law or the Environmental Management Commission amends the rules — always confirm against the current text of the statute and 15A NCAC 02K, and contact the NCDEQ Dam Safety Program for a determination that binds.

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