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Farmington Hills, MI Environmental Rules: Flood Elevation Requirements (2026)

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

View official code

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?
Appendix B's General Detention Basin Requirements require one foot of freeboard above the 100-year stormwater elevation, plus a separate 0.5-foot gap between that 100-year storage elevation and the emergency overflow spillway crest, so the basin has two layers of protection above the design flood level.
Does this freeboard rule apply to bridges too?
Yes, a different provision in the same Appendix B design standards, covering drain crossings, requires a 2-foot minimum 100-year flood stage freeboard to the underside of the bridge, with footings kept below the frost line and deep enough to allow five feet of future channel deepening.
Where does the city get authority to require these flood elevation standards?
City Code Sec. 33-320 formally adopts the Oakland County Water Resources Commissioner's Stormwater Engineering Design Standards, with all references to 'OCWRC' or 'County' read as 'the City of Farmington Hills' under Sec. 33-321, making the freeboard figures part of the enforceable city code as Appendix B.

Sources & Official References

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