First let me post a couple pictures of my sump area / purposed plumbing design. Sorry I don't have a fancy CAD drawing (I wish I knew how to use CAD), but I did my best with MS Paint! 
My tank will be running the length of the concrete wall (in a room above my sump room). My tank in the room above and the sump in the basement are perpendicular to each other (if they were on the same level).
When I designed my sump I had not planned to have it in the basement, rather it was going to be inside of the stand under the tank. So...here's my concern...The return chamber is located on the right side of the sump (per the first picture). I'm trying to figure out a way to minimize head loss so I'm wondering if I drill and add a bulkhead behind the return chamber, then run a PVC pipe the length of the sump back towards the concrete wall, then have the return pumping basically straight upwards to the tank, would there be any issues here with potentially starving the return?
Otherwise I'm going to have to find a large external pump that can handle a large amount of head loss due to plumbing 5 feet vertically to the ceiling trusses, 90* elbow, ~5 feet horizontal (back towards the concrete foundation wall), 90* elbow, horizontal towards the center of the concrete wall, 90* elbow, then another ~5-6 feet vertically.
I'm trying to avoid rotating the sump around as then my drain bulkheads are right in front versus the back, but worse case I'll have to do that...
My tank will be~270 gallons, minus displaced water from sand and rock and I'm looking to get about 5-10X turnover.

My tank will be running the length of the concrete wall (in a room above my sump room). My tank in the room above and the sump in the basement are perpendicular to each other (if they were on the same level).
When I designed my sump I had not planned to have it in the basement, rather it was going to be inside of the stand under the tank. So...here's my concern...The return chamber is located on the right side of the sump (per the first picture). I'm trying to figure out a way to minimize head loss so I'm wondering if I drill and add a bulkhead behind the return chamber, then run a PVC pipe the length of the sump back towards the concrete wall, then have the return pumping basically straight upwards to the tank, would there be any issues here with potentially starving the return?
Otherwise I'm going to have to find a large external pump that can handle a large amount of head loss due to plumbing 5 feet vertically to the ceiling trusses, 90* elbow, ~5 feet horizontal (back towards the concrete foundation wall), 90* elbow, horizontal towards the center of the concrete wall, 90* elbow, then another ~5-6 feet vertically.
I'm trying to avoid rotating the sump around as then my drain bulkheads are right in front versus the back, but worse case I'll have to do that...
My tank will be~270 gallons, minus displaced water from sand and rock and I'm looking to get about 5-10X turnover.
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