What you are saying is indeed in line with the comments we received. However, what is the value in completing two calculations when, for stormwater, the Master Plan is a worst case scenario, and that is basis you're using to size the system as you're building it now. For example, if your retention ponds are sized for the full development, what is the value of completely re-doing the calcs for the current phase when the runoff quantity and rate are necessarily going to be lower?
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