Hello! What is the best way to assess storage in SewerGEMS, accounting for pipes, manholes and wet wells?

I am trying to determine the total storage available in the network in case of pump failure / shutdown at peak dry weather flow before overflowing from lowest point in the network.  My model is currently set-up with Implicit Solver and there are multiple catchments, so manually calculating the volume for each station is going to be a laborious task. 

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