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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
 
 
 

 

Circular Depression

Circular Grassed Depressions are like rain groves but they are smaller and contain only grass within the depressions. When used they are often used in great number and are rarely over six (6) inches deep.  When tens or hundreds of these are used over a grassy lawn they impart a special texture due to the shadow and color effects they give to the landscape. Buy more importantly they soak up rain water and increase its infiltration. Size these small circular depressions from 36 inches to 72 inches in diameter.

 

A field of circular depressions, not to exceed sixty (60) percent of its immediate drainage area will be an interesting aesthetic addition to a property. It will absorb rain fall just as a sponge will do with the depressions that form its surface. Wetland plants such as iris, lizard’s tail, black rush, pickerel weed or delta duck potato can be planted in the circular depressions within the interior of the field for contrast. Use a six (6) inch to twelve (12) inch flow diffuser on the up slope sides of the facility field.

 

Calculations

Watershed Area

The one (1) inch design storm watershed area includes the area bound by the 90 contour, the front entrance walk, the proposed drive, and the existing street.

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

11230 Sq Ft x 1/12 Foot = 935.8 Cubic Ft

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

935.8 Cubic Ft ÷ 27 = 34.6 Cubic Yards

Cubic Yards x Two Hundred Two (202) = Gallons

34.6 Cubic Yards x 202 = 7001.5 Gallons

Watershed Area = 7001.5 Gallons in a 1” Design Storm

Circular Depression (BMP) Capacity

Area = πr²        π (49.1)² = 7574 Sq FT

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

7574 Sq Ft x ½ FT = 3787 Cubic Feet

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

3787 Cubic Ft ÷ 27 = 140 Cubic Yards

Cubic Yards x Two Hundred Two (202) = Gallons

140 Cubic Yards x 202 = 28332 Gallons

Circular Depression Capacity = 28332 Gallons 

BMP Capacity ÷ Watershed Area = BMP Percentage

28332 ÷ 7001.5 = 404% BMP Capacity for 1” Design Storm

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

7001.5 ÷ 40736 =  17% BMP Management Factor

 

 

General Design Standards for Circular Depressions

This storm water BMP is a shallow circular or informally designed planting area with a very limited size drainage basin, a concave cross section, a defined holding capacity, an improved soil structure that will encourage rapid infiltration, and capable of supporting perennial wetland plants as shown in the Wetland Plant List or turf grass growing to a tall grass state and mowed no more often than once a month.

 

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