To reduce the size of the MTD in Problem 6.10, the runoff is routed through an underground

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To reduce the size of the MTD in Problem 6.10, the runoff is routed through an underground detention system that comprises solid pipes that would reduce the peak water quality runoff by 70%. What will be the peak water quality flow to be treated for TSS removal and which device(s) can you use in this case?

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