Thanks for the replies guys.
Maybe I should've noted that we have an outside company perform the grounding study for us. They do all the tests necessary and come up with a recommended scheme, including: what size ground conductor for the main grid, how many ground rods, ground rod and grid spacing, etc. From there we take the information and put it on our drawings. We then add any take-offs for our equipment.
There were a couple of issues discussed in one of our meetings, and since I am pretty new to grounding, it wasn't clear to me.
One being this: we require the main ground grid to be 2ft below finished grade. That's spec., so that's ok with me. But they mentioned that any grounding of the upper elevations should have risers from the main ground grid below, a ground loop(3ft from wall), and take-offs for equipment. This is according to a first-line supervisor. I didn't agree. Previously I had been providing a grid for each elevation.
question: why shouldn't we have a ground grid on any/all elevations? Wouldn't that be more safe? Is it a waste of copper?