Hi all,
Currently having a single story extension outside the back of my 1970s Wimpey-built home. (Every other house in my row has done the same). Note garden is level out to 7 metres away from the house then slopes downwards.
The extension is going to be 3m 40cm by 7m
what happened last week was that the builders had dug the foundations out to 1m deep in a "C" shape.
However building control came round and said that it was all "made up" ground e.g. they hadnt hit solid rock yet that there was also a privately owned sewer pipe running underneath the foundations (not a Wessex water owned one - I understand that can get expensive.
Builder is not keen on continually digging until they hit rock - they reckon it might be another 1 metres or more away. They would also then have to dig another 1 metres underneath the pipe and encase it in sand (I think). So builder not happy about getting in a trench that would be about 3 metres deep.
Building control have therefore recommended that we could drive piles into the ground. They said I need to supply them with.
1. A Drawing/Design for the piles.
2. A Drawing/Design for the ground beam.
3. Possibly at some point Structural calculations – to demonstrate design is structurally sound. (I think this is some kind of formula? - Hinley formula or Hellman formula or something like that!)
I've had two companies out so far- one said maybe about 12 piles needed - another said probably not that many. and am waiting for the quotes to come back.
What would you expect the quotes to be, if they are driving say 10 piles to a depth of 3m. I want them to also do the ground beam and pour concrete. Basically so the builder is ready to carry on.
Currently having a single story extension outside the back of my 1970s Wimpey-built home. (Every other house in my row has done the same). Note garden is level out to 7 metres away from the house then slopes downwards.
The extension is going to be 3m 40cm by 7m
what happened last week was that the builders had dug the foundations out to 1m deep in a "C" shape.
However building control came round and said that it was all "made up" ground e.g. they hadnt hit solid rock yet that there was also a privately owned sewer pipe running underneath the foundations (not a Wessex water owned one - I understand that can get expensive.
Builder is not keen on continually digging until they hit rock - they reckon it might be another 1 metres or more away. They would also then have to dig another 1 metres underneath the pipe and encase it in sand (I think). So builder not happy about getting in a trench that would be about 3 metres deep.
Building control have therefore recommended that we could drive piles into the ground. They said I need to supply them with.
1. A Drawing/Design for the piles.
2. A Drawing/Design for the ground beam.
3. Possibly at some point Structural calculations – to demonstrate design is structurally sound. (I think this is some kind of formula? - Hinley formula or Hellman formula or something like that!)
I've had two companies out so far- one said maybe about 12 piles needed - another said probably not that many. and am waiting for the quotes to come back.
What would you expect the quotes to be, if they are driving say 10 piles to a depth of 3m. I want them to also do the ground beam and pour concrete. Basically so the builder is ready to carry on.