# Pretreatment features

Without a forebayA pretreatment basin at the inlet of a practice that allow settling out of sediment and associated contaminants suspended in urban runoff. (top) the flow is concentrated around the inlet, potentially causing erosion and not optimally spread for infiltration; A three sided forebayA pretreatment basin at the inlet of a practice that allow settling out of sediment and associated contaminants suspended in urban runoff. (centre) with a level spreader on all sides will distribute the water and reduce the energy, sedimentSoil, sand and minerals washed from land into water, usually after rain. They pile up in reservoirs, rivers and harbors, destroying fish-nesting areas and holes of water animals and cloud the water so that needed sunlight might not reach aquatic plans. Careless farming, mining and building activities will expose sediment materials, allowing them to be washed off the land after rainfalls. will collect in the pad of the forebayA pretreatment basin at the inlet of a practice that allow settling out of sediment and associated contaminants suspended in urban runoff. (shown darker); In a narrow cell, the forebayA pretreatment basin at the inlet of a practice that allow settling out of sediment and associated contaminants suspended in urban runoff. may extend across the whole facility (bottom).

Small concrete forebays are a pretreatment option for open inlets such as curb cuts. Energy of the incoming flow is dissipated, causing suspended particles to drop out of the water. These accumulated particles/sedimentSoil, sand and minerals washed from land into water, usually after rain. They pile up in reservoirs, rivers and harbors, destroying fish-nesting areas and holes of water animals and cloud the water so that needed sunlight might not reach aquatic plans. Careless farming, mining and building activities will expose sediment materials, allowing them to be washed off the land after rainfalls. can then be easily swept or vacuumed during routine maintenance and doesn't end up clogging downstream filter mediaThe engineered soil component of bioretention cell or dry swale designs, typically with a high rate of infiltration and designed to retain contaminants through filtration and adsorption to particles. or material. A well designed feature will distribute the flow, reducing erosion around the inlet. One effective way of achieving this is by surrounding the pad with some form of level spreader on all sides. The level spreading could be a sharp crested weir in metal or concrete, or be soft edged with irregular landscaping stone.

For BMPs serving up to a two hectare catchmentThe land draining to a single reference point (usually a structural BMP); similar to a subwatershed, but on a smaller scale. area, a significant forebayA pretreatment basin at the inlet of a practice that allow settling out of sediment and associated contaminants suspended in urban runoff. feature may not be required. However, for larger catchments or those with heavy sedimentSoil, sand and minerals washed from land into water, usually after rain. They pile up in reservoirs, rivers and harbors, destroying fish-nesting areas and holes of water animals and cloud the water so that needed sunlight might not reach aquatic plans. Careless farming, mining and building activities will expose sediment materials, allowing them to be washed off the land after rainfalls. loadingThe total mass of a pollutant entering a waterbody over a defined time period.The net amount of something (e.g. chemical, such as phosphorus), calculated as the product of concentration and volume in a given time. Some BMPs significantly reduce loading of pollutants to the environment by reducing volume more so than concentration. a properly sized feature will help prevent clogging of the filter mediaThe engineered soil component of bioretention cell or dry swale designs, typically with a high rate of infiltration and designed to retain contaminants through filtration and adsorption to particles. and ease maintenance requirements of bioretention facilities.

## Design

1. The required volume for a pretreatmentInitial capturing and removal of unwanted contaminants, such as debris, sediment, leaves and pollutants, from stormwater before reaching a best management practice; Examples include, settling forebays, vegetated filter strips and gravel diaphragms. feature (Vf, m³) serving catchments up to five hectares may be calculated as:

$V_{f}=A_{c}\times R\times L_{o} \times F_{c}$

Where:

• Ac = The area of the catchmentThe land draining to a single reference point (usually a structural BMP); similar to a subwatershed, but on a smaller scale. (ha),
• R = The capture efficiency (default to 0.8),
• Lo = The sedimentSoil, sand and minerals washed from land into water, usually after rain. They pile up in reservoirs, rivers and harbors, destroying fish-nesting areas and holes of water animals and cloud the water so that needed sunlight might not reach aquatic plans. Careless farming, mining and building activities will expose sediment materials, allowing them to be washed off the land after rainfalls. loadingThe total mass of a pollutant entering a waterbody over a defined time period.The net amount of something (e.g. chemical, such as phosphorus), calculated as the product of concentration and volume in a given time. Some BMPs significantly reduce loading of pollutants to the environment by reducing volume more so than concentration. rate (m³/ha/yr), and
• Fc = The cleanout frequency (yrs)

SedimentSoil, sand and minerals washed from land into water, usually after rain. They pile up in reservoirs, rivers and harbors, destroying fish-nesting areas and holes of water animals and cloud the water so that needed sunlight might not reach aquatic plans. Careless farming, mining and building activities will expose sediment materials, allowing them to be washed off the land after rainfalls. loadingThe total mass of a pollutant entering a waterbody over a defined time period.The net amount of something (e.g. chemical, such as phosphorus), calculated as the product of concentration and volume in a given time. Some BMPs significantly reduce loading of pollutants to the environment by reducing volume more so than concentration. rates from imperviousA hard surface area (e.g., road, parking area or rooftop) that prevents or retards the infiltration of water into the soil. surfaces studied by STEP were between 0.3 - 0.6 m³/ha/yr [1]. In Brisbane a value of 0.6 m³/ha/yr is the default used to size small forebays [2].

2. a) The area of a feature (Af) with 80% capture efficiency of particles ≥ 1 mm may be estimated[2] as:

$A_{f}=120\times Q$

Where:

• Q = Design flow rate (m³/s),

2. b) To size a feature for a maximum depth (df, m), where df must be ≤0.3 m and is recommended to be between 0.1 - 0.2 m: $A_{f}=\frac{V_{f}}{d_{f}}$

It is recommended that both sizing calculations be made and the pretreatmentInitial capturing and removal of unwanted contaminants, such as debris, sediment, leaves and pollutants, from stormwater before reaching a best management practice; Examples include, settling forebays, vegetated filter strips and gravel diaphragms. feature be designed to meet both targets. In some cases the additional storage required to meet both targets will reduce the expected frequency of maintenance. See below.

### Example calculation

A parking lot catchmentThe land draining to a single reference point (usually a structural BMP); similar to a subwatershed, but on a smaller scale. of 1.7 ha is being routed through a small forebayA pretreatment basin at the inlet of a practice that allow settling out of sediment and associated contaminants suspended in urban runoff. into a bioretentionA shallow excavated surface depression containing prepared filter media, mulch, and planted with selected vegetation. cell. The design flow rate is 0.07 m³/s. The system should be designed to require cleaning no more often than once per year. The volume is calculated as: $V_{f}=1.7\times 0.8\times 0.6\times 1=0.816\ m^{3}$ The area required to keep the maximum head of water within the forebayA pretreatment basin at the inlet of a practice that allow settling out of sediment and associated contaminants suspended in urban runoff. to 0.15 m is calculated as: $A_{f}=\frac{0.816}{0.15}=5.44\ m^{2}$ The area required to settle the 1 mm particles is calculated as: $A_{f}=120\times 0.07 = 8.4\ m^{2}$ So to meet the target particle removal, the forebayA pretreatment basin at the inlet of a practice that allow settling out of sediment and associated contaminants suspended in urban runoff. will be 8.4 m² in area. This gives the storage volume of 1.26 m³, which can be returned to the initial equation to determine the minimum cleaning frequency as: $C_{f}=\frac{1.26}{1.7\times 0.8\times 0.6}=1.5\ years$

## Proprietary products

As with underground pretreatment there are an increasing number of proprietary products available. Some of those listed below are currently only available overseas.

1. Goncalves, C., & Van Seters, T. (2012). Characterization of Particle Size Distributions of Runoff from High Impervious Urban Catchments in the Greater Toronto Area. Retrieved from https://sustainabletechnologies.ca/app/uploads/2013/03/PSD-2012-final.pdf
2. Healthy Waterways Ltd. (2014). Bioretention Technical Design Guidelines. Retrieved from https://hlw.org.au/u/lib/mob/20150715140823_de4e60ebc5526e263/wbd_2014_bioretentiontdg_mq_online.pdf