There will be a sewer pipe passing though my foundation about half metre down a 1 metre deep mass concrete foundation. Would I just stop the foundation trench either side of it, poor in leaving the foundations non-continous, put a concrete lintel over and build up to ground level ? Then sort out the packing, pea gravel etc. Or is there some other method of pouring the foundations around the pipe ? Cheers, Simon.
- posted
16 years ago