Design specifications for the soil component of LID BMPs pertaining to CEC are intended to ensure the media has adequate capacity to remove positively charged dissolved pollutants from the stormwater they receive. Where CEC is too low, dissolved metals and other positively charged pollutants may not be well retained and the BMP will not provide the targeted water treatment performance. Causes of low CEC in the media component of LID BMPs can include excessively coarse texture, deficient organic matter content or that the soil has become saturated with positively charged ions (i.e., dissolved metal retention capacity has been exhausted). To ensure LID BMPs will provide the targeted water treatment performance, soil sampling and submission for laboratory testing of CEC by a soil testing laboratory accredited in the province of Ontario should be done as part of construction, assumption and verification [[inspections]]. | Design specifications for the soil component of LID BMPs pertaining to CEC are intended to ensure the media has adequate capacity to remove positively charged dissolved pollutants from the stormwater they receive. Where CEC is too low, dissolved metals and other positively charged pollutants may not be well retained and the BMP will not provide the targeted water treatment performance. Causes of low CEC in the media component of LID BMPs can include excessively coarse texture, deficient organic matter content or that the soil has become saturated with positively charged ions (i.e., dissolved metal retention capacity has been exhausted). To ensure LID BMPs will provide the targeted water treatment performance, soil sampling and submission for laboratory testing of CEC by a soil testing laboratory accredited in the province of Ontario should be done as part of construction, assumption and verification [[inspections]]. |