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PondPack VS Storm and Sanitary

Hey Folks,

I was wondering if someone could --briefly-- explain the difference between Pondpack and Inroads S&S.  I have just started using both and am trying to decide a path forward. In the end, I want to be able to compute (using SCS):

1. Pre-Development Hydrographs/Peak flows for sub-drainage areas

2. Post-Development Hydrographs/Peak flows including

a. Culverts

b. Inlet/Pipe networks (with HGL profiles)

c. Detention Ponds

3. Export Reports on all the drainage areas seperated by Rainfall Return Periods (WQ, 1yr-100yr)

It seems to me like Inroads S&S will help me do the actual CAD linework/3D pipes/grading etc, but that PondPack has more intuitive hydrology calcs. 

Any input/advice would be very helpful. 

Thanks!