Search results

They can't stop reading and replying, they're obsessed with trolling you even when they have nothing useful to add. Especially Mottie.

Splice some timber or patch it up as you wish if you like but the panels are nearing the end of their life.

The rule of thumb for a mass retaining wall is that the depth of the base needs to be about 1/3 of the height so at the base the thickness ought to be something like three layers of block - 675mm wide. A beast like that really needs designing.

@Jack4 yes your last sketch proposal is better, at least an acceptable proposal assuming the levels work! Who is submitting the Build Over/Near Agreement to the Water Company? You or your architect?If you look on your water company's website you should be able to find all the criteria you need...

Answer the question.

Got you, you just want to troll too.

Suggested by who? You still have a connection under the building, can you not shift that so it's outside of the extension?

I thought you were through on this thread? :unsure:

We've been waiting for your solution to that one too ....

No, you're a Nutjob and a highly successful one too.

Seems you're not out afterall. In answer to your question, no I have no advice for the OP, none at all. Do you?

Are you though?

Oh I'm here to wind you up and troll the OP.

Why are you bothering to post then? If not to troll?

It was obvious to me, I don't recall getting a tyre changed in the last 37 years and not getting a new valve.

On the face of it, given the reasonable advice already offered, it seems hard to see how the thread could become derailed and continue for several pages. However ....

No I wouldn't expect the foundations to be inspected, unless say the house was very old and/or the foundations were questionable. The end of a beam sitting on a wall spreads the weight over several metres of its foundation.

What Andy said.

Just make absolutely sure you buy a compatible shifter as if its not the shifter won't sync with the derailleur.