Soil investigation indicates that soil at the site is silty clay with PI of 40.
Blueprints do not call for perforated pipes embedded in gravel layer.
In order to give right slope, at the middle of the soccer field, grade has to be raised by 3 feet.
Contractor want to utilize excavated onsite...
Specs call for 95% compaction. Fill material contractor will be using has PI of 40. The soccer fields located in greater Houston area.
Is it possible to accomplish required density?
Thanks,