Introduction Specimen Code Picture Gallery Links

 

 
Rain Garden
Rain Grove
Circular Depression
Planted Storm Water Buffer
Infiltration Trench
Sand Filter
Bio-swale
Porous Paving
Above Ground Cistern
Underground Storm Water Chamber
Preserved Wetland
Tree Protection Area
Habitat Protection Area
Riparian Buffer
Constructed Wetland
Parking Lot Detention
Grassed Swale
Vegetated Ditch
 
 
 

 

Bio-swale

Bio-swales are similar in many ways to a grassed swales. They transport water, allow some to infiltrate and can be designed to be an attractive feature to any landscape. The biggest difference between the two forms of water conveyance devices is that bio-swales are not grassed but are planted with a variety of wetland plant species that flower, fruit and have exceptional ornamental qualities. These plants are not only a beautiful addition to any garden or public landscape but actually drink up the water and remove certain chemicals and other pollutants carried in Storm water. Bio-swales can be designed to any dimension and slope but shallow slopes allow the plants to have more time to influence the water.

 

Calculations

Watershed Area

The one (1) inch design storm watershed area includes the bio-swale as well as parking and travel lane on the building side.

Square Feet x One Twelfth (1/12) Foot = Cubic Feet

8581 Sq Ft x 1/12 Foot = 715 Cubic Ft

Cubic Feet ÷ Twenty-seven (27) = Cubic Yards

715 Cubic Ft ÷ 27 = 26.4 Cubic Yards

Cubic Yards x Two Hundred Two (202) = Gallons

26.4 Cubic Yards x 202 = 5350 Gallons

Watershed Area = 5350 Gallons in a 1” Design Storm

Vegetated Bio-Swale (BMP) Capacity

Square Feet x One Half (½) Foot = Cubic Feet

2350 Sq Ft x ½ FT = 1175 Cubic Feet

Cubic Feet ÷ Twenty-seven (27) = Cubic Yards

1175 Cubic Ft ÷ 27 = 43.5 Cubic Yards

Cubic Yards x Two Hundred Two (202) = Gallons

43.5 Cubic Yards x 202 = 8790 Gallons

Vegetated Bio-Swale Capacity = 8790 Gallons 

BMP Capacity ÷ Watershed Area = BMP Percentage

8790 ÷ 8350 = 164% BMP Capacity for 1” Design Storm

1” BMP watershed design storm Gal ÷ 1” storm total property =

5350 ÷ 40736 =  13% BMP Management Factor

 

 

General Design Standards for Bio-swales

Swales are water conveyance systems that are designed into the grading plan to move water to points of collection or disposal. Swales must be designed with high points, low points, center lines, bottom slope and side slopes. Swales must be designed for specific depths and lengths. Bio-swales shall not exceed on and one half percent (11/2) percent slope to allow for slow percolation, infiltration and transpiration by native wetland plants. Colonies of wetland plants that spread by underground tuber, rhizomes, roots, or bulb division should be introduced at the upstream location of the swales. These bio0swales my also occur within the boundaries of slotted curbs within parking lots to capture pollutants run off from parked cars. Planting design criteria for bio-swales require that (30) percent of the swales be planted. A minimum of seven (7)species of plants shall be included in the design with at least two of those species being evergreen during the winter months. The design should utilized Class C trees, small shrubs and perennial ground cover and flowering plants.

Bio-swales within parking areas of twenty-five (25) cars or more and wide and shallow grassed swales or outflow pipe may be used to link them to outfall points. Pipe size for cross transfer should be sized as six (6) to eight (8) inch pipe.

 

Click Here for more Technical Standards


 

Buck Abbey

309 Design Building
Baton Rouge, LA 70803
(O) 225.578.1475
(F) 225.578.1445
LSUGreenLaws@aol.com