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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
 
 
 

 

Parking Lot Detention

Perhaps the most important storm water management feature that can be included within community landscape codes is the parking lot detention.

Parking lot detentions are generally dry retention areas that set aside to capture run off from large surface parking lots and roof tops during storm water events.. The detentions are sized to store the required volume of water, the design storm assumed to be one (1) inch of rainfall that is generated over the extent of the impermeable area of the VUA. A well designed dry detention may be constructed to capture as much as ninety (90) percent of all rain that falls on a vehicular use areas that are larger than five (5) acres.  They are also engineered to make sure they do not flood and can trickle out a specified amount of rain water over a proscribed period of time.

Parking lot detentions may be grassed, may serve as over flow parking with porous paving or be designed to be of contrived plantings that can feature planted buffers, streams or rain gardens.  Some dry detentions are designed to be patterns of porous stone and gravel.

Detentions feature several facilities that make them operate effectively. The include a porous surface base that will infiltrate rain water quickly, inflow ramps usually constructed of concrete or other hard surface material, underground inflow pipes with headwalls and overflow structures and out flows.  The latter insure that the detentions will not flood during extra exceptional rainfall events.

These detentions are best used along roadway frontages where they can add to the open space percentage of development site and the visual appearance of the project.  And of course, well designed detentions can add to any development site. They can add beauty and add significant open space to any site if properly sited and designed.  Plantings of trees, shrubs and ground covers upon the lip of the detention, on its side slopes or within its bottom can create color, texture and form that will give striking visual character to what would other wise be an engineered wasted space that is normally seen surrounded unsightly and weed covered chain link fencing.

 

Calculations

Watershed Area

The one (1) inch design storm watershed area includes the

paved vehicular use area.

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

18474 Sq Ft x 1/12 Foot = 1539.5 Cubic Ft

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

1539.5 Cubic Ft ÷ 27 = 57 Cubic Yards

Cubic Yards x Two Hundred Two (202) = Gallons

57 Cubic Yards x 202 = 11517 Gallons

Watershed Area = 11517 Gallons in a 1” Design Storm

Parking Lot Detention (BMP) Capacity

Square Feet x One (1) Foot = Cubic Feet

1539.5 Sq Ft x 1 FT = 2025 Cubic Feet

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

1539.5 Cubic Ft ÷ 27 = 57 Cubic Yards

Cubic Yards x Two Hundred Two (202) = Gallons

57 Cubic Yards x 202 = 11517 Gallons

Parking Lot Detention Capacity = 11517 Gallons 

BMP Capacity ÷ Watershed Area = BMP Percentage

11517 ÷ 11517 = 100% BMP Capacity for 1” Design Storm

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

11517 ÷ 40736 =  28% BMP Management Factor

 

 

General Design Standards for Parking Lot Detentions

Vehicular use area detentions shall be installed adjacent to vehicular use areas with the prime purpose of intercepting and filtering surface fun off and capturing non-point vehicular related pollutants within a designated landscaped area or planted storm water collection buffers sized to capture the first flush of one (1) inch of storm water originating within the VUA and connected to a public drainage system exposed to public streets or zoning districts of a higher classification. VUA detentions shall be deigned, planted, maintained and calculated as illustrated by the Design Manual.

Detention must be properly designed at proper contour and elevations for sufficient storage capacity, flow in, discharge, and overflow and shall be designed to prevent flooding with properly designed shorelines, safety shelves, side slopes and inflow and outflow appurtenances such as wedge dams, litter traps, headwalls, flow pipe, water slides, standpipe outflow and rip rap armor if needed.

 

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