Farmington Hills, MI Environmental Rules: Flood Elevation Requirements (2026)
Key Facts
- Freeboard requirement
- 1 foot above 100-year stormwater elevation
- Spillway buffer
- 0.5 feet to emergency overflow spillway
- Bridge freeboard
- 2-foot minimum, 100-year flood stage
- Adopted by
- City Code §33-320 (Appendix B)
- Reviewing agency
- Oakland County Water Resources Commissioner
Summary
Farmington Hills requires one foot of freeboard above the 100-year stormwater elevation in every detention and retention basin, under the Stormwater Engineering Design Standards adopted by City Code Sec. 33-320 (Appendix B). A 0.5-foot buffer must separate the 100-year storage elevation from the emergency overflow spillway, and the primary overflow structure's rim must sit at the 100-year storm elevation.
5.One foot of freeboard shall be provided above the 100-year stormwater elevation. A vertical distance of 0.50' shall be provided between the 100-year storage elevation and the emergency overflow spillway.6.A primary overflow structure (standpipe or overflow manhole) shall be provided with its rim set at the 100-year storm elevation.
Official source re-checked September 7, 2026: no newer edition of the code had been published (publisher’s edition: Code of Ordinances: Supplement 36).
Full Breakdown
City Code Sec. 33-320 adopts Section I of the Oakland County Water Resources Commissioner's Stormwater Engineering Design Standards, as amended, as Appendix B, and Sec. 33-321 substitutes 'City of Farmington Hills' wherever the standards say 'OCWRC' or 'County,' making the freeboard rule directly enforceable citywide. Appendix B, Section III, Part F (General Detention Basin Requirements) states: 'One foot of freeboard shall be provided above the 100-year stormwater elevation. 50' shall be provided between the 100-year storage elevation and the emergency overflow spillway,' and requires a primary overflow structure, standpipe or overflow manhole, with its rim set at the 100-year storm elevation.
The same Part requires basin side slopes no steeper than 1 foot vertical to 6 feet horizontal for a wet basin and 1 to 4 for a dry basin unless fenced, and recommends a permanent 15-foot natural-vegetation buffer strip beyond the freeboard elevation around every stormwater storage facility, to be written into subdivision restrictions or the master deed. Separately, Appendix B, Section III, Part C sets a 2-foot minimum 100-year flood-stage freeboard to the underside of any bridge crossing a county drain, with footings kept below the frost line.
Sec. 33-320(b) allows variances from the channel protection performance standards only under the alternative standard in the Michigan Department of Environment, Great Lakes, and Energy's stormwater permit dated June 24, 2021. These freeboard and detention standards apply to subdivision plat approvals reviewed by the Oakland County Water Resources Commissioner before final construction plans are accepted.
Violations & Fines
A detention or retention basin that does not meet the one-foot freeboard, 0.5-foot spillway buffer, or overflow-structure rim elevation will not clear Water Resources Commissioner review of the construction plans, which is a prerequisite to final plat and subdivision approval in Farmington Hills. The WRC also withholds final project acceptance until all storm water detention and retention facilities and forebays are constructed and stabilized as approved.
Frequently Asked Questions
How much freeboard does Farmington Hills require above a detention basin's flood elevation?
Does this freeboard rule apply to bridges too?
Where does the city get authority to require these flood elevation standards?
Sources & Official References
Other rules in Farmington Hills
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