I've read all the posts on the proper fill method and decided that in the future I will try to apply the pedestal method. In the event that you don't use the pedestal method, what is the proper fill? I can't seem to find a straightforward answer in any of the posts. I keep thinking about a job I did last fall where I used 3/4 angular for it's compaction and drainage properties. Should I have used crusher run, or can I relax?