Madison County, AL Environmental Rules: Stormwater Management (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.
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?
What storm event must drainage structures be designed for?
How are detention ponds regulated?
Who reviews a subdivision's drainage plan?
Sources & Official References
Other rules in Madison County
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