Thread: 480 Gal Project
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  #39  
Old 12-17-2008, 03:45 PM
dabandit dabandit is offline
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WOW I shutter to think of what that weighs dry,such a small contact point with the block you'd best be hoping that slab is at least 5'' thick with lots of rebar. Jesus that got to be 8000lbs without a footing I think you should call an engineer or at least do a core sample to see how thick the concrete is.
P.S that tank looks and will look incredible
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