Looking at the flow rate chart for that pump, 2300 gph through a 1" pipe assuming the lift is 4ft may not work. You would probably have to use the 1.5" pipe and split that at the tank.
I do not have any experience with that pump, so the rest of this is theory/experience. The flow through the siphon is also going to be a challenge. There used to be a very handy calculator on a different website that calculated flow rates for siphons, but that seems to be gone now.
Anyway, it will be hard to achieve 2300gph through a 1" siphon with the small drop you have between the DT and the sump (looks like at most 4 ft?). If I did the math right, the theoretical limit for a siphon through a 1" pipe (not including friction, etc) is right about 2300, assuming a four ft drop.
To get the kind of flow you are looking for, you could use the 1/5" for the return line, use two of the 1" lines for the siphons, and use the third 1" line as the emergency, but that seems risky.
You may want to rethink that flow rate. I have a 220 DT, and my return flow is about 1200gph through the sump, and it is plenty. You can achieve the rest of the flow you want in the tank by placing a few power heads where you want them - much better flow current and control that way as well.