[Default] On Wed, 13 Mar 2013 03:11:40 -0700 (PDT), a certain
chimpanzee, Chris S <
chri...@btinternet.com>, randomly hit the
Perfectly normal, and something a BCO sees on about 50% of extensions
in urban areas.
Normal procedure is to excavate for the foundations below the
sewer/drain, and for about a metre either side. Depending on the
ground conditions (& local custom & practice), the concrete would be
stopped either side of the drain, or carried underneath. The concrete
& the wall above would be clear of the pipe for a minimum of 50mm
around it, and the hole where it passes through the wall sealed with
fibreboard (or more often than not, wrapped with Rockwool). The wall
would be built above off normal concrete lintels.
I would advise any new connections to be external to the building. If
they are internal you would need either an inspection chamber with a
double-sealed screw down cover inside the building (not pretty), or,
if the connection is a straight T or Y off the main run, a rodding eye
on the stub or vent stack. Imagine what would happen if this branch
blocked, and how you would rod or jet it clean (i.e., 'Dynorod'
bringing a sh1tty pipe through the house).
Since a few years ago, all post 1937 shared drains are now the
responsibility of your local utility company. In my area (NWEng), UU
have delegated the smaller building over agreements to the relevant
Local Authority Building Control section (IIRC, for built over lengths
of <6m, depths of <3m, and <225mm diameter drains). I don't know if
this is widespread or national. Check w/ BC at your council.
--
Hugo Nebula
"If no-one on the internet wants a piece of this,
just how far from the pack have I strayed"?