| Line 1: | Line 1: | 
|  | [[File:Wood chip mulch.jpg|thumb|Pine mulch will help hold moisture in the soil]] |  | [[File:Wood chip mulch.jpg|thumb|Pine mulch will help hold moisture in the soil]] | 
| − | *Mulch should beapplied on the surface ofthe BMP in a layer of75 -100 mm. | + | *Mulch is considered to be an normal finishing touch to many types of formal landscaping. Maintaining mulch application can help increase aesthetic value of LID BMPs. | 
|  | *As in other landscaping applications, the mulch helps to preserve soil moisture for plant survival, and suppresses weed growth. |  | *As in other landscaping applications, the mulch helps to preserve soil moisture for plant survival, and suppresses weed growth. | 
| − | *Mulch is considered to be an normal finishing touch to many types of formal landscaping. Maintaining mulch application can helpincrease aesthetic value ofLID BMPs. | + | *Mulch can also help to maintain the organic matter content of underlying filter media, which provides cation exchange capacity for pollutant removal. | 
|  | *Regular fresh applications of wood mulch can also promote denitrification, reducing nitrates in impacted surface waters. |  | *Regular fresh applications of wood mulch can also promote denitrification, reducing nitrates in impacted surface waters. | 
| − | *Shredded hardwoodmulch orpine mulch isgenerally recommended for LID facilities. Its fibrous texture knits together somewhat; providing limited erosion control. | + | *Mulch should be applied on the surface of the BMP in a layer of 75 -100 mm. | 
| − | ===Contraindication===
 | + | *Double-shredded hardwood or softwood mulch is recommended for LID facilities. Its fibrous texture knits together somewhat; providing limited erosion control. | 
| − | *In areas with particularly high flow (e.g. around [[inlets]] and [[forebays]]) coarse decorative aggregate or [[stone]] is recommended instead,as these will not float. All organic mulches have the potential to float and migrate in surface flow, particularly after a previously dry period. <ref> Simcock, R and Dando, J. 2013. Mulch specification for stormwater bioretention devices. Prepared by Landcare Research New Zealand Ltd for Auckland Council. Auckland Council technical report, TR2013/056 </ref> | + | *In areas with particularly high flow (e.g. around [[inlets]] and [[forebays]]) coarse decorative aggregate or [[stone]] is recommended to better dissipate energy and protect it from erosion. | 
| − | *This advice also holds for [[stormwater planters]], which often experience concentrated flow from a [[downspout disconnection]] or similar. 
 | + | *This advice also holds for [[stormwater planters]], which often experience concentrated flow from a [[downspout disconnection| roof downspout or drain]].   | 
|  | + | *All organic mulches have the potential to float and migrate in surface flow, particularly after a previously dry period. <ref> Simcock, R and Dando, J. 2013. Mulch specification for stormwater bioretention devices. Prepared by Landcare Research New Zealand Ltd for Auckland Council. Auckland Council technical report, TR2013/056 </ref> | 
|  | + |   | 
|  | ---- |  | ---- | 
|  | [[Category:Materials]] |  | [[Category:Materials]] | 
|  | [[Category:Green infrastructure]] |  | [[Category:Green infrastructure]] |