Table of Contents

Rain Garden

Rain gardens are shallow depressions that are designed to collect stormwater and promote infiltration, minimizing the amount of runoff from a site. These infiltration areas are planted with native vegetation, which act as a natural sieve, absorbs excess nutrients, and filters out pollutants.

Rain gardens should be located to intercept runoff along its natural path. When directing runoff naturally, vegetated swales may be used as a conveyance structure. They may be used on most any area of the site, excluding steep slopes, wetlands, floodplains, or in threatened or endangered species habitat. And while effective, this practice is generally not designed for large storm events so are best used in conjunction with other management practices. For commercial, multifamily or large sites, a Bioretention Device should be used.

Advantages

Disadvantages

Design

Basin

Rain gardens should be designed to handle the 2-year, 24-hour storm and are most efficient with a storage volume that is equal to 10% of the impervious area of the site, with a maximum infiltration ponding depth of 12 inches. Side slopes of 6:1 or flatter are recommended to ensure the safety of the practice and to promote the establishment of vegetation.

Vegetation

Rain gardens are planted or seeded with deeply rooted native vegetation systems because of their ability to absorb water, hardiness, natural beauty, and their ability to mitigate compaction. Plants must be selected to meet the needs of the site, wants of the individual users and, tolerate both wet and dry conditions. Please refer to the Native Vegetation page for all other selection criteria and specifics.

To improve the year-round aesthetics of this practice, select species that bloom at various times throughout the spring and summer.

Soils

Rain gardens are very versatile structures and can be constructed on most any type of soil. Clay soils will generally pond runoff water for at least 72 hours, while well drained or sandy soils will infiltrate water more quickly. Fine textured soils will require shallower ponding depths and increased area.

Construction

Maintenance

Method to Determine Practice Efficiency

In order to determine the infiltration performance of this practice WinSLAMM, RECARGA or other approved models may be used. Additional information regarding acceptable modeling of infiltration practices is found on the Infiltration Guidance page.

References