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Madison County, AL Environmental Rules: Stormwater Management (2026)

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

Key Facts

Minor street design storm
10-year storm event
Other streets/structures
25-year storm event
Detention basin design
10-yr, 24-hr Type II storm
100-year storm requirement
Passed through controlled section
Steep-slope channels
Concrete required under 0.75% slope
Reviewing authority
County Engineer, Public Works

Summary

Every new subdivision in unincorporated Madison County must submit an engineered Storm Drainage Plan before its plat is approved. Section 4.3.8(2) sets the design-storm standards: a 10-year storm for minor streets and roadside ditches, a 25-year storm for all other streets and drainage structures, and detention basins built to hold the 10-year, 24-hour event without increasing runoff onto neighboring land.

City-specific rules exist: Huntsville has its own stormwater management rules that differ from Madison County's county-level regulations. If you live in Huntsville, check the city-specific page instead.

2. Storm Drainage Plan containing the following information: a. Location of proposed and existing drainageways, streams, ponds and detention and/or retention basins within and/or bordering the Subdivision. All proposed drainage structures shall be designed based on the following design storm criteria: i. Ten (10) year design storm for all Minor Streets and roadside open ditches, if applicable, within the Subdivision. ii. Twenty-Five (25) year design storm for all other Streets, roads, drainage structures and open channels. ... iv. Detention and/or retention structures shall be designed to accommodate the ten (10) year, 24 (twenty-four) hour, type II storm event with post development flows no greater than predevelopment flows. Provisions shall be made to pass the one hundred (100) year design flow within a controlled section.

Full Breakdown

8(2) of the Subdivision Regulations is the operative rule for how a developer must handle runoff. At the time the Proposed Plat is filed, the Applicant must also submit Construction Plans containing a Storm Drainage Plan prepared to specific design-storm criteria: minor streets and roadside open ditches are sized to a 10-year storm, while every other street, road, drainage structure and open channel is sized to the 25-year storm. 75 percent must be built of concrete rather than left as earthen channels, and all such channels must include erosion and sedimentation control appropriate to minimize erosion.

Any detention or retention structure has to handle the 10-year, 24-hour, Type II storm event while keeping post-development runoff no greater than predevelopment flows, and must also pass the 100-year storm through a controlled section so it doesn't flood adjoining structures. The plan must map every drainage structure's contributing drainage area with supporting calculations such as curve numbers, runoff coefficients and time of concentration, show easements and rights-of-way for each drainageway, and, if the site lies in a flood zone, tie into the Madison County Flood Damage Prevention Ordinance for base flood elevations and minimum finished floor elevations. The County Engineer reviews and must approve these plans before the plat can proceed to final approval and recording with the Probate Judge.

Violations & Fines

Section 2.3.2 of the Regulations makes any violation of the Storm Drainage Plan requirements, or of the design standards under Section 4.3.8, subject to the fine schedule in Code of Alabama § 11-24-3 et seq., and authorizes the County to sue in circuit court to enjoin drainage work that does not comply. The County Engineer enforces compliance and reports violations to the Commission under Section 2.3.

Frequently Asked Questions

Does Madison County have a separate stormwater ordinance?
No standalone stormwater ordinance covers the unincorporated area; the design requirements come from Section 4.3.8(2) of the county's Subdivision Regulations, which apply when a tract of land is platted into a subdivision, not to isolated lots outside that process.
What storm event must drainage structures be designed for?
Minor streets and roadside open ditches are engineered to a 10-year design storm. Every other street, road, drainage structure and open channel in the subdivision must meet the larger 25-year design storm under Section 4.3.8(2)(a).
How are detention ponds regulated?
Detention and retention structures must handle the 10-year, 24-hour, Type II storm event without increasing runoff above predevelopment levels, and must safely pass the 100-year storm through a controlled section to protect nearby structures from overflow.
Who reviews a subdivision's drainage plan?
The Madison County Engineer within Public Works reviews the Storm Drainage Plan submitted with the Construction Plans, and the plat cannot move to Final Plat approval by the Commission until the engineer signs off on it.

Sources & Official References

Other rules in Madison County

All Madison County rules

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