We’re getting ready to build a pole barn as a garage/workshop/tractor/lawn equipment catch-all. My question is about site prep. We will be pouring a concrete floor for the entire footprint.
Two different estimates:
A - remove up to 10” of topsoil, backfill with sand and compact to grade, add 3” compacted crush and run above grade.
B - remove 1.5”-2” of topsoil, backfill with compacted asphalt millings to a few inches above grade.
Based on everything I think I know about site prep, I’m leaning heavily towards estimate A. Agree? Disagree?
If it matters, we are on high land with well-drained soil. We’ve had 4” of rain this week and had 6” last week, and there isn’t a puddle on the place.
Thanks for your thoughts.