Sounds awesome .
With regards to digging down I was just thinking it could undermine a nearby building or retaining wall that may not have much in the way of foundations but it sounds like you have got it all covered.
You say this will be under permitted development. You are certain about this? I take it isn't in a conservation area or that your PD rights were used up with the conservatory? You can establish if it is a lawful development before doing it. PD rights can be removed with extension approval for example, they can be complicated.
Thinking about the party garden wall, however well you get on with your neighbour you might want to get it agreed in writing, it is not unknown for neighbours to change their mind and accuse you of removing their wall, which can be very expensive to resolve.
Sounds like it'll be a complete pile of old crap to me.
pilsbury that's not you again is it?
Ady just a few more points.
Do you have the PD approval in writing from the council? Someone on the desk giving their opinion is very different from having it in writing, a verbal opinion won't be legally binding.
No, I don't want one, in fact I find the council a tad of a pain to deal with and zero help,
thankfully building under permitted development rights needs no intervention from the council or planning office
Regarding your neighbour, however well you get on your legal position will be very weak if they later deny all this. Also if you put founds past the wall line ie on their land then that can be problematical if you have not given legal notice under the Party Wall Act.
neighbour is sound, never really there either and happy I'm finally sorting out my wall that looks as though its about to fall down
About the foundations - how deep will you know to go??? As I understand it the preferred way is to dig out and fill the same day, or over a couple of days max. Is this the idea???
based on all info ( original structural engineer report when I underpinnned a se toon of my house when I purchased it 14 years ago , caused by old drain leak )
raft foundation, 700 deep , 600 wide around sides,
150mm deep through centre ,
all steel reinforced
hoping to dig this out and board sides / cover when not working on it so will take a few weeks prior to concrete pour in ...looking into potential pro - cons of this
It would be great to see it posted up in the projects section if you have time.
yes indeed it's designed to keep the moisture in the slab so it can cure properly, otherwise it might dry out into the surrounding ground and not reach the proper strength
Maybe based on what you're laying it on (wet clay won't take water out) and the surface area to volume ratio to a lesser degree.Thanks
But obviously a plastic seal underneath the slab ( between bottom of foundation slab & the earth) it may trap mosture in thereafter
Some do this , some don’t
& not quite sure why
Never seems to be done for trench or strip style foundations from my research
Maybe based on what you're laying it on (wet clay won't take water out) and the surface area to volume ratio to a lesser degree.
Concrete isn't damaged by being wet, so don't worry about trapping water in it. The only reason you need to dry out out fully is if you're laying a floor on top of it with no DPM. If you don't put a DPM under it, there's a good chance water will stay in there anyway depending on the ground.
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