jjezmarlo3
Structural
- Aug 9, 2012
- 13
I have been researching the need for a vapor barrier / retarder below slabs-on-grade for environmental tanks (WWTP, WTP, etc.) I have found example drawings from firms that show the use of a vapor barrier below the tanks, while I have found example drawings from other firms that omit the barrier. I'm not sure what the need for a vapor barrier below WWTP tanks would be, and it is a costly item that may induce curling in the slab. Has anyone run across this item before?