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Nueces County, TX Environmental Rules: Erosion Control (2026)

Some Restrictions
Compiled from the official code textEditor Martyn O'NeillLast verified September 2026

Key Facts

Sheet flow rule
Erosive flow diverted to stable outlet
Inadequate channel remedy
Improve, redesign, or add detention
Channel freeboard
6 inches minimum at design storm
Channel side slope
3:1 or flatter
Grass channel max velocity
4 feet per second
Violation
Class B misdemeanor

Summary

New subdivisions in unincorporated Nueces County must divert erosive sheet flow to a stable outlet or detention facility, and open drainage channels cannot exceed a 4-foot-per-second design velocity in grass-lined sections unless erosion control measures are built into the channel design.

City-specific rules exist: Corpus Christi has its own erosion control rules that differ from Nueces County's county-level regulations. If you live in Corpus Christi, check the city-specific page instead.

Unconcentrated sheet flow which may cause erosion or sedimentation shall be diverted to a stable outlet or detention facility. ... VI – 4.8 Open Channels. The channels shall be designed to provide a minimum of six (6) inches of freeboard when conveying the design storm. The channel side slopes should be sloped at 3:1 (Horizontal to Vertical) or flatter. For grass-lined channels the maximum design velocity shall be four (4) feet per second unless erosion control methods are incorporated into the design of the channel.

Full Breakdown

2, is aimed at protecting downstream drainageways from erosion and sedimentation caused by new development. Subsection (b) requires that unconcentrated sheet flow which may cause erosion or sedimentation be diverted to a stable outlet or a detention facility rather than discharged directly. Where a subdivision would increase runoff beyond what an existing receiving channel can safely carry, subsection (d) requires the subdivider to improve the downstream channel until an adequate section is reached, redesign the site so predevelopment peak runoff does not increase, or combine channel improvements with storm water detention.

8 governs the channels themselves: they must carry a minimum of six inches of freeboard at the design storm, side slopes should be no steeper than 3:1 (horizontal to vertical), and grass-lined channels are capped at a 4-foot-per-second design velocity unless erosion control methods are incorporated into the channel design. 9 requires the Rational Method for the underlying runoff calculations. 5, which the Department of Public Works reviews before the Commissioners Court will approve the final plat. The standard reaches new subdivision construction; it is not a general construction-site erosion permit for work outside the platting process.

Violations & Fines

Knowingly or intentionally violating a drainage or erosion-control requirement the Commissioners Court has adopted is a Class B misdemeanor under Section I-4.1. The County Attorney may also sue to enjoin the violation or recover the County's cost of bringing the site into compliance, under Section I-4.3.

Frequently Asked Questions

What has to happen to runoff that could erode land leaving my subdivision?
Section VI-4.2(b) requires unconcentrated sheet flow that may cause erosion or sedimentation to be diverted to a stable outlet or a detention facility rather than let it run off the site untreated.
Is there a speed limit on water moving through a drainage channel?
Yes. Section VI-4.8 caps grass-lined channels at a 4-foot-per-second design velocity unless the channel design incorporates erosion control methods, and requires at least 6 inches of freeboard and side slopes no steeper than 3:1.
What if the downstream channel can't handle my subdivision's runoff increase?
Section VI-4.2(d) requires the subdivider to improve the downstream channel until an adequate section is reached, redesign the site so peak runoff does not increase, or combine channel improvements with storm water detention.
Who reviews the erosion-control design for a new subdivision?
The Nueces County Department of Public Works reviews the sealed hydrologic and hydraulic drainage plan a Texas-registered engineer must prepare under Section VI-4.5 before the Commissioners Court will approve the final plat.

Sources & Official References

Other rules in Nueces County

All Nueces County rules

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