The engineering problem is the fun part, I have access to all the bits and pieces so why not try and make it work.
I plan to transfer a very large portion of the lateral load to a counter line then into a rigging plate distributing the force to 3-5 reasonable ground anchors so I don't have to carry a large chunk of rebar to anchor it. The poles couldn't handle the lateral load without a counter support anchor but I'm fairly certain that they can take the vertical load without issue, once I pass the lateral load through to the ground anchors.
As for the load anchors and the soil in TX, the OP can work on that engineering problem, luckily for me the ground is relatively solid here in TN.
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