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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
 
 
 

 

Sand Filter

Sand filters are any number of depressions, trenches, barriers or sand lens constructed of porous mineral matter that can be used to improve ground water recharge. The primary purpose of this storm water BMP is to improve internal soil drainage in low areas of a park. The usual method of construction of this feature is to excavate native soil areas designated for this type of drainage feature and backfill with sand over a gravel base. Sand filters can be placed in any location that may intercept the flow of water. They may be constructed along drainage swales, in flats within larger drainage basins, along walkways and adjacent to open roadway ditches. One of the better places to develop sand filters is near, around or under planting areas where plant roots can take advantage of the loose soil conditions, minerals, good drainage and access to surface air. Friable soil and moisture are ideal horticultural mediums for plant root growth.

Sand filters can also be used to remove chemicals and other pollutants from storm water. Sand filters can be constructed with a settlement basin, sand layer and a chemical removal barrier. The barrier can be removed from time to time and disposed so that trapped chemical can be eliminated.

 

Calculations

Watershed Area

The one (1) inch design storm watershed area includes the swale on the eastern boundary of the property, the northern boundary, and the vehicular use area.

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

34042 Sq Ft x 1/12 Foot = 2836.8 Cubic Ft

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

2836.8 Cubic Ft ÷ 27 = 105 Cubic Yards

Cubic Yards x Two Hundred Two (202) = Gallons

105 Cubic Yards x 202 = 21223.7 Gallons

Watershed Area = 21223.7 Gallons in a 1” Design Storm

Sand Filter (BMP) Capacity

Square Feet x Four and a Half (4.5) Feet = Cubic Feet

1334 Sq Ft x 4.5 FT = 6003 Cubic Feet

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

6003 Cubic Ft ÷ 27 = 222.3 Cubic Yards

Cubic Yards x Two Hundred Two (202) = Gallons

222.3 Cubic Yards x 202 = 44911.3 Gallons

Sand Filter Capacity = Gallons ÷ 2 (assumption of water space) = 22455.6 Gallons 

BMP Capacity ÷ Watershed Area = BMP Percentage

22455.6 ÷ 21223.7 = 106% BMP Capacity for 1” Design Storm

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

21223.7 ÷ 40736 =  52% BMP Management Factor

 

 

General Design Standards for Sand Filters

The primary purpose of this storm water BMP is to improve internal soil drainage in low areas of a site. This is done by taking advantage of the internal flow of capability of sand rather than the native silts and clays which are typical in Louisiana communities. The usual method of construction of this feature is to excavate native soil areas designated in the site plan for this type of drainage feature and backfill with sand over a gravel base. In some instances concrete walls are used to stabilize the edge of the facility and allow for a straight edge.

Sand filters can be placed in any location that may intercept the flow of water. They may be constructed along drainage swales, in flats within larger drainage basins, along walkways and adjacent to open roadway ditches.  And of course, one of the better places to develop sand filters is near, around or under planting areas where plant roots can take advantage of the loose soil conditions, minerals, good drainage and access to surface air. Friable soil and moisture are ideal horticultural mediums for plant root growth.   In many recreations parks, these BMP’s can be worked into the design of recreation fields in ways that either improve the appearance of the play space or co-exist with it without detracting from the sport.

Sand filters can also be used to remove chemicals and other pollutants from storm water. Sand filters can be constructed with a settlement basin, sand layer and a chemical removal barrier. The barrier can be removed from time to time and disposed so that trapped chemicals can be eliminated and lawfully disposed.

 

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