Rain Garden Calculator

Calculate rain garden sizing for stormwater management. Determines required area, storage volumes, and infiltration capacity using ASCE and EPA methodology.

Calculate Rain Garden Size

For educational purposes only. Not a substitute for professional engineering judgment.

Input Parameters

Contributing Drainage Area

sf

Total area draining to the rain garden

%

Percent of drainage area that is impervious (0-100)

Dominant ground cover type for pervious area

Design Storm

in

Total rainfall depth for design storm (typically 1-2 year event)

Native Soil Properties

Native soil type for infiltration rate

Rain Garden Design Parameters

in

Maximum water depth allowed in rain garden (typically 6-9 in)

in

Depth of engineered soil media (typically 18-24 in)

Void fraction of amended soil media (typically 0.25-0.35)

hours

Maximum time to drain ponded water (24-48 hours for mosquito control)

Rain Garden Design Overview

Rain gardens (bioretention areas) capture and infiltrate stormwater runoff through ponding and amended soil media. They provide both water quality treatment and quantity control for the "first flush" of runoff.

  • Ponding Storage - Surface depression that temporarily holds water
  • Soil Storage - Water held in pore spaces of amended soil
  • Infiltration - Water percolates to native soil below
  • Drawdown Time - Time to drain (24-48 hours recommended)

Soil Infiltration Rates

Soil ClassMin (in/hr)Typical (in/hr)Max (in/hr)
Sand2812
Loamy Sand148
Sandy Loam0.524
Loam0.2512
Silt Loam0.150.51
Sandy Clay Loam0.10.30.5
Clay Loam0.050.20.4
Silty Clay Loam0.040.150.3
Silty Clay0.020.10.2
Clay0.010.050.1

Source: EPA SWMM Manual (2020), NRCS Soil Survey

Runoff Coefficients

Ground CoverMin CTypical CMax C
Impervious Surface0.900.950.98
Rooftop0.850.900.95
Pavement/Concrete0.850.900.95
Gravel Surface0.250.500.70
Bare Soil0.200.400.60
Lawn (Poor Condition)0.250.350.45
Lawn (Good Condition)0.100.200.30
Meadow/Grass0.100.200.35
Forest/Wooded0.050.150.25
Mixed Development0.200.400.60

Source: USDA NRCS TR-55 (1986), ASCE MOP 77 (2006)

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