Storm Water Regulations

Storm Water Ordinance

Current storm water management is monitored under City of Oshkosh Municipal Code: Chapter 14.

Chapter 14 Post-Construction Stormwater Management Requirement Quick Facts

City of Oshkosh Stormwater Reference Guide

The information contained here is only a summary of some of the technical requirements of the City of Oshkosh Municipal Ordinance and the Stormwater Reference Guide. Questions regarding the Reference Guide or the Post-Construction Stormwater Management requirements should be directed to the City of Oshkosh Engineering Division at 920-236-5065.

Table 1: Post-Construction Performance Standard Requirements

(See Chapter 14 and Reference Guide for specific requirements, exemptions, and prohibitions)

Site Sediment (TSS) Total Phosphorus (TP) Peak Discharge Infiltration
(Developed Lands Imperviousness Categories)
Low
(< 40% connected)
Moderate
(40% - 80% connected)
High
(> 80% connected)
< 20,000 ft2 Impervious Surface
(Cumulative since adoption date of Chapter 14 Ordinance – 7/1/2012)
No Numeric Standard No Numeric Standard No Numeric Standard No Numeric Standard No Numeric Standard No Numeric Standard
> 20,000 ft2 Impervious Surface
New Development and Infill > 5 acres 80% 54%

Reduce 1-, 2-, & 10-yr Storms to Pre-Development Conditions;

Reduce 100-yr Storm to 10-yr Pre-Development

90% of pre- development infiltration volume

Max Infiltration Area = 1%

75% of pre- development infiltration volume

Max Infiltration Area = 2%

60% of pre- development infiltration volume

Max Infiltration Area = 2%
Infill < 5 acres 80% 54% Reduce 10- & 100- yr Storms to 10-yr Pre- Development 90% of pre-development infiltration volume 75% of pre- development infiltration volume 60% of pre- development infiltration volume
Redevelopment 58.4% 30% No Requirements Potentially Exempt Potentially Exempt Potentially Exempt
Routine Maintenance
(Mill and Overlay)
None, unless discharging into a BMP None, unless discharging into a BMP None, unless discharging into a BMP Exempt Exempt Exempt

The impervious surface areas after the adoption date of the Ordinance are cumulative. For example, if a site first adds 18,000 square feet of parking lot and then adds a 2,001 square foot building the following year, the site is held to the >20,000 square foot requirements at that time. These requirements are applicable to the entire 20,000 square feet of impervious area.

Properties that install post-construction best management practices (BMP's) will require (Sections 14-22 & 24):

If peak flow reductions or conveyance systems for the site are required, the modeling shall use the rainfall depths found in Table 2 and assume a Type II rainfall distribution Section 14-21 (D) (2).

Table 2: SCS Type II 24-Hour Design Rainfall Depths
Storm Event Depth (inches)
1-year 1.96
2-year 2.40
10-year 3.56
100-year 6.35
Commonly Referenced Definitions:
Table 3: Maximum Pre-Development Runoff Curve Numbers
Runoff Curve Number Hydrologic Soil Group
A B C D
Woodland 30 55 70 77
Grassland 39 61 71 78
Cropland 55 69 78 83
Other Potential Requirements: