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I have a trench to dig for extension foundations, have called two skiphire outfits and received conflicting advice re muckaway:
One firm stated 3 8yd skips necessary, the other between 8 and 10 8yd skips!
Where they differed mostly was in how much the waste would weigh and how much it expands once out of the ground - is there a rule of thumb for calculating the volume and weight of excavated soil? 20 tonnes was mentioned as an estimated weight.
the volume (in the ground) is 6 cubic metres.
One firm stated 3 8yd skips necessary, the other between 8 and 10 8yd skips!
Where they differed mostly was in how much the waste would weigh and how much it expands once out of the ground - is there a rule of thumb for calculating the volume and weight of excavated soil? 20 tonnes was mentioned as an estimated weight.
the volume (in the ground) is 6 cubic metres.