I always love these USGA - or NOT discussions. Here's some insight (random musings) from an arch's point of view.
1st off, I'm not an advocate of any one type of greens construction. My father was on the USGA Green Sectioin committee for a long time. He knew Marvin Ferguson and told me that it was his (USGA's) desire to develop a spec that could be REPLICATED anywhere. This doesn't meant that it was the BEST, only that it could be Replicated. Marvin said it would be advantageous to have a soil component (yes I know "soil" includes sand - I took soil mechanics in Engineering School) but native soils are inherently varialbe and hence not able to be Replicated.
The reason they eliminated the Choker layer was basically because it was a huge pain in the ass and expensive. A case of something that looked good in the lab but hard to construct in the field. It was conceived as a ay to keep the finer greens mix sands from filtering down into the pea stone and corrupting the mechanism for creating the perched water table. To create the perched water table, the particle diameters of the two layers should be different by at least a factor of 7x's, otherwise the molecular bond holding the water around the smaller particle will be broken (Think capillary attraction of water above the rim of a glass).
Therefore, a better Practical solution was make the pea stone small enough to prevent sand migration but still large enough to fulfill the above requirements.
Supers tend to like to be comfortable with what they are getting. If all they have ever knon was USGA, then chances are that is what they are going to want. Afterall, it's not their nmickel but it is their ass if the grass dies.
An architect should put the super in a position to succeed.
An architect many times will not know who is going to be the super at the time of design or even construction.
Nor know who will be the super 10 yrs out.
Nor what will be used as topdressing sand.
I try to find a sand that will work for both greens and bunker construction because a lot of bunker sand gets thrown onto the greens.
A cup is easier to cut in a sand green than a soil one and if the soil is too hard, the plug can break upon extraction - another pain in the ass situation. So the green should be at east 9" of sand.
Usga greens seem to require less hand watering.
It's harder to modify a green's contours if it is USGA.
The "layer cake" building requirements make it harder to blend the putting surface into the surrounding area. Also, there is less flexibilty to do final field adjustments to the green.
Sand is inert. not sterile.
Inside/outside irrigation should be employed if the greens medium is different than that of the surrounds.
Sounds like "High-Performance" is just a re-branded California Method.
It's hard to dry-up a USGA green in humis/rainy periods. Hot/humid with rain every 3rd day is problematic.
I find the phyisics of a perched water table work better on flat greens. (There was a nice study published a few yrs back in GCM about how slopes and undulations affected was flow in USGA,CAl, and Native push-ups). Probably a reason why proponents of big, undulating greens do not favor the USGA method.
Architects don't want to have to spend more money on lawyers than they got in fees, defending their spec if a super kills a green (not saying with is at fault). Since there is a large population of successful USGA greens out there, and the science of the USGA supporting it, it's a means of insurance against such litigation.
Fert and ammendments can leach through a Sand green faster than a soil green and not get "bound-up" along the way. Tile lines that discharge directly into a body of water can change the composition of that water.
Like all things, one should have a fairly open view - there isn't a One Best Way - depending on the circumstances, I've done it 5 or 6 different ways. And guess what, they all worked and all still are in play today. It's understandable for those with a scientific mentality to want a data derived formula method and those who are of the opinion that it's as much as an art as it is a science to be willing to work with something a little less empirical. It also depends on what the expectations of those who are writing the check are. Are they stringent or will they live with some variation?