Building on Landfill
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The site slopes and there is approx 300mm of fill at the front and 1 metre at the rear. The builder is proposing to cut in to a depth of 750mm and transfer up to 250mm to the front.
Delfin, the developer, has stated they will provide a engineer's compaction report, although this hasn't been sighted yet.
Should we be concerned?
Our original compaction report stated that we needed 'x' amount of piers due to the fill ... but then 8 months later when they did a second compaction report, they found that the land had settled (or something similar to that, can't remember the exact word) better than they expected so we only needed 'x-10' piers. Still needed quite a lot because of the fill but due to the piers, plus building on a waffle slab, we weren't concerned (although hubby to be was annoyed that we are the only block in all of the estate on a dam!!).
I guess it's not a best case scenario to be on fill, but I wouldn't think that it is too much to be concerned about.
I could be proven wrong I guess when our house falls into the dam in 10 years time
Is there anything we should be asking the developer and builder to do to ensure that the fill is not likely to shift or cause foundations don't fall apart?
We spoke to the guy that was doing our slab and when we expressed concern, he said that in 30 years he has not yet had a house that has had anything go wrong with the slab so we just put our trust in him and that there were enough piers.
I also got my dad (a builder) to check the reports and see if he was happy with it and said that there were more than enough piers.
I guess the only thing you really can do to ease your mind is to get an independent engineer's report and see if they come up with the same thing for how to control the fill.
Good luck ... keep us posted!
Hopefully compaction techniques have improved since then.
Drove past the site last night. The developer is still spreading fill and is intending to release the tiltes this month (June). They're also saying they'll get the site compacted before the release.
Is this a reasonable proposition???
I must admit I'm getting a little scared!
Is a solution getting the site cut back to the original level before we start building?
If it concerns you, you could ask for the slab to be built on foooting that go down to the level below the uncompacted soil (ie the original level)
Will cost a few $$$ but will put your mind at ease!!
Matt
My understanding of the difference is:
Landfill - a large hole (many metres deep) is filled with something (maybe rubbish topped with soil, hardcore topped with soil or all soil)
Cut and fill - usually not exceeding 1m cut and 1m fill. The soil that is cut is used for the fill.
With Cut and Fill, pillars are put through the fill layer to just below the original layer to give extra stability.
With landfill, this is not really possible and some other techniques (unknown to me) have to be used.
Cut and fill, I have no problem with. Landfill I won't touch.
3xb
Just to be clear on what's happening on our block:
It was orginally farmland with a slight grade. The developer has been spreading what I have been told is land fill across the site and it now has a gradient of slighlty less than 1:32. The front of the site has 300mm of fill and the rear 1 metre of fill.
The fill is pretty clean although these appears to be some small rock mixed with it.
If it ends up being crap soil, it will cost extra for the pillars and stuff.
We had signed a contract for a block of land that had 800mm of uncompacted fill on it, some of which was "builder's rubble". Luckily we had stipulated a soil test in our contract so we lost nothing when we pulled out of the land sale.
I would definatly suggest getting the soil test done before you sign any building contract,as david s said, you will need one anyway.
We're in Caroline Springs - Cypress Views. Is that anywhere near you?
I have just knocked down an old house on our block which was built in 1930s so the fill is quite old. The old house stood there for a long time, so it has to be put into perspective.
Our new house being double storey, would be heavier of course, but the engineering report explained that putting the piers under the slab should take care of the problem.
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