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Texas City, TX Hurricane Preparedness: Flood Elevation (2026)

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

Key Facts

Zones covered
V1-30, VE and V coastal high-hazard areas
Foundation
Pilings and columns, lowest horizontal member at or above base flood level
Breakaway walls
Design load not less than ten, not more than 20 pounds per square foot
Space below
Parking, building access or storage only, no habitation
Fill
Prohibited for structural support of buildings
Siting
Landward of the reach of mean high tide

Summary

In Texas City, Texas, coastal high-hazard areas (Zones V1-30, VE and V) face tidal surge and hurricane wave wash, so new construction must sit landward of mean high tide, be elevated on pilings and columns, keep the space below free of habitation, and never use fill for structural support.

(A) Located within the areas of special flood hazard established in § 157.07 of this chapter are areas designated as coastal high-hazard areas (Zones V1-30, VE and/or V). (B) These areas have special flood hazards associated with high-velocity waters from tidal surges and hurricane wave wash; therefore, in addition to meeting all provisions outlined in this subchapter, the following provisions also apply. ... (2) All new construction shall be located landward of the reach of mean high tide. (3) (a) All new construction and substantial improvements shall be elevated on pilings and columns so that: 1. The bottom of the lowest horizontal structural member of the lowest floor (excluding the pilings or columns) is elevated to or above the base flood level; and ... (5) If breakaway walls are utilized, such enclosed space shall be useable solely for parking of vehicles, building access or storage. Such space shall not be used for human habitation. (6) The use of fill for structural support of buildings is prohibited.

Full Breakdown

Section 157.45 of the Texas City Code covers the parts of the flood hazard area the code describes as having special hazards from high-velocity waters from tidal surges and hurricane wave wash. All new construction must be located landward of the reach of mean high tide. New construction and substantial improvements must be elevated on pilings and columns so the bottom of the lowest horizontal structural member of the lowest floor, excluding the pilings or columns, is at or above the base flood level. The foundation and attached structure must resist flotation, collapse and lateral movement from wind and water loads acting together, using load values that each have a 1% chance of being exceeded in any given year, the 100-year mean recurrence interval.

A registered professional engineer or architect develops or reviews the structural design and certifies it.\n\nThe space below the lowest floor must be free of obstruction or enclosed only by non-supporting breakaway walls, open wood latticework or insect screening designed to collapse under wind or water loads without damaging the elevated building. A breakaway wall must have a design safe loading resistance of not less than ten and not more than 20 pounds per square foot. Heavier walls need an engineer or architect certification that collapse will result from a water load less than the base flood and that the building will not be damaged.

Enclosed space is useable solely for parking of vehicles, building access or storage, never human habitation.\n\nThe Floodplain Administrator, who is the Chief Building Official, keeps a record of the elevation of the bottom of the lowest structural member of every new or substantially improved structure. Fill for structural support of buildings is prohibited, and human-made alteration of sand dunes and mangrove stands that would increase potential flood damage is prohibited. Outside V zones, § 157.40(H) still requires new construction to reach seven feet mean sea level or 18 inches above the street curb, whichever is greater.

Violations & Fines

Chapter 157 as read has no penalty section of its own. A structure without the required elevation certificate or other evidence of compliance is presumed in violation under § 157.05 until documentation is provided. Habitation of a breakaway-wall enclosure, structural fill, or dune and mangrove alteration breaks § 157.45, and variances come only from the Appeal Board under § 157.27.

Frequently Asked Questions

What foundation does Texas City require in a coastal high-hazard zone?
Section 157.45(B)(3) requires new construction and substantial improvements to be elevated on pilings and columns, with the bottom of the lowest horizontal structural member at or above the base flood level. A registered professional engineer or architect must certify that the design meets accepted standards of practice.
Can a Texas City owner enclose the space under an elevated home?
Only with non-supporting breakaway walls, open wood latticework or insect screening intended to collapse under wind or water loads. Breakaway walls must have a design safe loading resistance of not less than ten and not more than 20 pounds per square foot, and the space is useable solely for parking, building access or storage.
Is fill allowed to raise a building lot in a Texas City V zone?
Not for structural support. Section 157.45(B)(6) prohibits the use of fill for structural support of buildings in coastal high-hazard areas. Section 157.45(B)(7) also prohibits human-made alteration of sand dunes and mangrove stands that would increase potential flood damage.
Who records the elevation of coastal buildings in Texas City?
The Floodplain Administrator, appointed under § 157.25 as the Chief Building Official, maintains a record of the elevation, in relation to mean sea level, of the bottom of the lowest structural member of the lowest floor of all new and substantially improved structures in coastal high-hazard areas.

Sources & Official References

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