Objective

The primary objective of this tutorial is to redesign the pond of Tutorial 03 to a smaller volume and extend Tutorial 03 and Tutorial 05 to explicitly account for the removal of TSS that occurs in both the LIDs and the detention pond. A comparison will be made of the TSS concentrations and loads in the runoff produced by the site both with and without considering treatment. Then, a comparison of TSS concentrations in the pond designed in Tutorial 03 without LIDs and the pond designed for this tutorial with LIDs will be made.