Id agree with 75% of this statement but as some who has been drilling for the last twenty years and have struck aquafirs numerous times. The hydrostatic pressure is generally the same in high water table areas. However we have hit springs where we interrupted the flow with the excavation and the force of the water from below can easily outmatch water sitting on a liner even with ten feet depths.you don't need drainage beneath the pond if it's full of water because the hydrostatic pressure of the water in the pond is equal to the same water outside the pond
Cement ponds gave been known to actually float within there excavation , though admittedly rare. But not so rare that they build in a pressure relief plug at the bottom. So a a Edpm can easily get out matched by the waters below.
Its far easier if there's a question to simply add the path of least resistance. That being sand gravel or pipe for water to find a way out.