Expense goes up when you encounter unsuitable material like that, and you really want to use the footprint of the building you want on that site. That expense being an issue, maybe some test bores are in order to really see what you are dealing with ?
Without going to traditional pile clusters and or similar to suitable soil bearing layer or bedrock, and being the type of building you describe, a stronger, structural type slab may suffice with say some additional support like one of these helical type piles ? There is a dealer near me, I used to see them 2x a day going by their shop and yard. They are steel, hot dipped galvanized with auger like flighting, and these look very cost effective, might be enough to support a slab or structure and get you that building where you want it, take a look at the details in the attached link.
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