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Hi everyone, I'm nearing the end of a difficult job fitting a new IC.
I've bedded the pipes in pea shingle and the inspection chamber is bedded also, but there is slight movement as you would expect with pea shingle.
I wasn't sure whether to concrete in and around the chamber or just backfill and then repair the 250mm concrete slab above. I can't see why it would be necessary to concrete in and around the base of the IC but perhaps I'm wrong?
I'm also thinking perhaps concreting around the pipes is bad if ever I wanted to re-dig the area.
Hoping someone can give me some pointers to finish this job. The existing pipes were clay
P.S I know how to repair the DPM before concreting so no need to tell me
I've bedded the pipes in pea shingle and the inspection chamber is bedded also, but there is slight movement as you would expect with pea shingle.
I wasn't sure whether to concrete in and around the chamber or just backfill and then repair the 250mm concrete slab above. I can't see why it would be necessary to concrete in and around the base of the IC but perhaps I'm wrong?
I'm also thinking perhaps concreting around the pipes is bad if ever I wanted to re-dig the area.
Hoping someone can give me some pointers to finish this job. The existing pipes were clay
P.S I know how to repair the DPM before concreting so no need to tell me