The project is located in Italy and the project team is able to treat the 90 % of the average annual rainfall using some systems in series. The water comes from the roofs and all the hardscape in the site area (there is also vegetation where water is considered 100 % treated). The water coming from impervious surfaces flows through the drainage basin and then is collected in a sedimentation tank; after that it flows through some filters and then goes to the sewage systems. According to table 2 Reference Guide LEED NC v3 (page 104) I assumed that the sedimentation tank has an average TSS removal of 15% (oil grit separator).
Question 1) I don't know which is the average TSS removal for the drainage basin and for the filters. Do you have any suggestion ?
Question 2) Is there any comparative table where I can find the correlation between the filter mesh and the average TSS removal ?
Question 3) Once I have all the average TSS removal percentages (for each system), how can I count them together? I don't think a solution is to sum the TSS removal percetages for each system...

Thanks