On a low deck, it's more about the bearing capacity of the soil rather than the type of foundation. Unless it's in the frozen north, then it's a whole different story. If I was building it around here I'd assume the ground could carry 1500 pounds per square foot. Using 40 pounds psf live load and 15psf dead load for the deck, I would need 10 square feet of bottom bearing pier to support the load. I don't know how it's figured where the ground freezes. I would assume skin friction piers but I have no idea what the freeze thaw cycle does to that, or how much of the pier counts as load bearing.