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Springfield, IL Environmental Rules: Stormwater Management (2026)

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

Key Facts

Design storm frequency
5-year storm minimum
Max overland flow to inlet
500 feet
Max manhole spacing
500 feet
Min pipe velocity (full flow)
2.5 feet per second
Grade monument spacing
200 feet
Approving authority
City engineer

Summary

New Springfield subdivisions must be built with engineered surface drainage: storm sewers or open channels sized to the city engineer's standards, runoff capacity for a five-year storm, and stormwater detention where the city engineer determines it is necessary.

All subdivisions shall be developed with adequate surface drainage. Surface water drainage improvements shall consist of storm sewers and/or open channels, inlets, catch basins and manholes designed and constructed to conform with standards established by the city engineer and shall adequately drain the area being developed including drainage from other areas which naturally drain through the area being developed... All improvements shall be designed to handle runoff from a storm having a five-year frequency... Inlets and/or catch basins shall be spaced so that water will not flow overland more than 500 feet... Storm water detention shall be required where determined to be necessary by the city engineer.

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 82).

Full Breakdown

161 requires every subdivision to be developed with adequate surface drainage, using storm sewers, open channels, inlets, catch basins and manholes designed to standards set by the city engineer, and sized to carry not only the site's own runoff but water that naturally drains through the site from other areas. Storm water quality must be considered when the city engineer reviews drainage plans. If development changes surface drainage patterns, the subdivider must make reasonable provision to collect and divert the water into public areas or drains it has rights to use, following accepted engineering practice to avoid damaging neighboring properties.

Where added runoff overloads existing roadside ditches, the developer must improve the ditches and replace culverts to handle the flow. Absent contrary engineering evidence, storm sewers must be designed for a five-year-frequency storm, inlets and catch basins must be spaced so water never flows more than 500 feet overland, and manholes must sit no more than 500 feet apart except where the city engineer approves a greater distance. 5 feet-per-second flow velocity when running full, and manholes must be at least four feet in internal diameter.

Subdividers must also set permanent grade-control monuments along rear-lot drainage swales at intervals of no more than 200 feet, and lot owners are responsible for keeping their drainage courses clear of obstructions. The city engineer can require stormwater detention when necessary, designed per the Illinois Department of Transportation Drainage Manual or an equivalent approved method.

Violations & Fines

The city engineer approves or rejects drainage plans before construction; noncompliant subdivision drainage design will not receive plan approval, and a developer that overloads downstream ditches must correct the problem by improving ditches and replacing culverts at its own expense as a condition of the subdivision proceeding.

Frequently Asked Questions

Who approves stormwater drainage plans for a new Springfield subdivision?
The city engineer reviews and approves all subdivision surface drainage designs under § 153.161, including storm sewer sizing, inlet spacing and, where necessary, stormwater detention requirements based on the Illinois Department of Transportation Drainage Manual.
What storm event must Springfield subdivision drainage systems handle?
Unless the city engineer accepts contrary engineering evidence, storm sewers and drainage improvements must be designed to handle runoff from a storm with a five-year frequency, per § 153.161(d)(1).
Who is responsible for maintaining rear-lot drainage swales after a subdivision is built?
Individual lot owners must maintain their own drainage course and keep it clear of features that restrict natural drainage, while the subdivider is responsible for installing permanent grade-control monuments along the swales at intervals not exceeding 200 feet.

Sources & Official References

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