In Oklahoma City you deal with a specific challenge: the shift from permeable sand lenses to the tight shales of the Hennessey Group can happen within a few feet. When we mobilize a rig, we are not just running a generic test; we are isolating a discrete interval to measure how water actually moves through the formation. That is the difference between a dewatering plan that works and one that floods your cut. We run constant-head and variable-head Lefranc tests in soil, and multi-stage Lugeon tests in rock, giving you the hydraulic conductivity values required for deep excavation stability analysis and cutoff wall design.
A Lugeon value of less than 1 Lugeon signals tight rock; above 5 Lugeon, you are looking at a formation that needs grouting or significant dewatering.
