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Description
In brush layers, the cuttings are arranged perpendicular to the slope, and are used in two forms; cut slope brush layers and fill slope brush layers. Cut slope brush layers are brush layers placed on benches dug into a slope. Fill brush layers are imbedded between layers of soil fill.
Purpose
Brush layers can be excavated into eroding stream banks where the protruding tips assist in managing runoff and reducing the down slope movement of soil. The branches in brush layers also serve to reinforce the soil, making them useful in areas were mass wasting is a problem. A brush layer can also act like a horizontal slope drain, effectively moving water within the slope to the surface.
Application
Like fascines, brush layers can be used to terrace a slope, breaking it up into smaller sections, and effectively reducing erosion. But unlike fascines, they are excavated farther into the slope, and can be used in areas where shallow mass wasting is a problem. Brush layers also provide immediate stability to soils that are placed as fill. Mass wasting, or movement (more popularly known as landslides) is a complex and potentially dangerous phenomenon. While brush layering is an effective solution if applied properly, care should be taken when trying to stabilize large slopes, slopes with known deep soil movements, abundant groundwater discharge, or where property values are high. If confronted with these scenarios, we strongly recommend consulting with your local Ministry of Natural Resources or Conservation Authority office prior to construction. Both cut and fill brush layers are susceptible to undercutting. When used on stream banks it is critical to ensure the base or toe of the slope is protected in some way, be it with fascines, tree revetments, or existing vegetation. Cut slope brush layers should not be used on slopes steeper than 2:1. Nor should they be used where mass wasting occurs in layers deeper than 0.75m. The depth of the bench or brush layer can vary, but should be a minimum of 0.5m and a maximum of 1.25m. Cut slope brush layers should also have long straw mulch placed on the slope between brush layers. This mulch can also be seeded. Straw should only be used on slopes no steeper than 2:1. Fill brush layers should also have mulch placed between the brush layers and on slopes steeper than 2:1, a coir or erosion control blanket should be used. This blanket is anchored in place by wrapping it around the lifts, or layers of soil. Fill brush layers can be up to 4m long. Brush layers in both cut and fill scenarios can be built to varying thickness, but should be a minimum of 10cm thick. Spacing on slopes is the same as for fascines. Brush layers must not
Construction Guidelines
To construct cut slope brush layers, follow these steps:
Materials
You will need a ready supply of fresh, dormant cuttings. Availability and size are more
Cost and Maintenance Needs
Brush layers require more effort to construct than do fascines. Costs in terms of financial resources are difficult to estimate. In the case of cut brush layers the costs can be minimal if the live materials are collected from free sites and are installed by volunteers. Fill brush layers tend to be considerably more expensive, since they usually require the use of heavy equipment to move and place fill. Fill brush layers on large sites may also require the involvement of a civil or geotechnical engineer. The geotextiles and/or natural geofabrics that are often used also tend to be expensive; varying in price from $0.50/m to $2.0/m. Maintenance of established brush layers is minimal. The species used in brush layers often only survive long enough to allow pioneering vegetation to become established, so control of willows or poplars in the future is rarely required. Effort, like cost, is also variable. Cut brush layers can be built at a rate of 0.5m to 3 m per hour (measured across the slope as a finished brush layer), fill brush layers at a rate of 0.5 – 6 mper hour.
Integration
Brush layers can be used in conjunction with:
Demonstrations
This type of habitat structure has been applied in the following demonstration projects:
For More Information
Please refer to the following authors and their respective publications located in the
Schiechtl and Stern. 1996. |

