DerBauW
2021-06-12 18:43:27
- #1
Hello!
We are planning to construct a new building on an already existing plot. Today, I was on site with an earthworks contractor to get an offer for the earthworks. During this conversation, he made the following statement: A chemical soil analysis (to classify the pollutant class) *per core drilling* would be pointless and would not be accepted by any landfill, even if performed by a certified engineering office. However, the engineering offices would keep this quiet, which leads to another analysis having to be carried out later during excavation. In his opinion, an excavator test pit is required, with the soil expert present. Only in this way can a valid and widely accepted report be created.
I had already obtained offers for carrying out a soil survey from various offices to plan the costs for the spoil in advance. However, these are based on core drillings. Another earthworks contractor seems to have no problem with this either, and I myself have not been able to find any contrary information so far. So, what is true about this statement?
Note: This only concerns the chemical analysis for now, not the geotechnical investigation – the general contractor will carry that out later.
Thank you & best regards The W
We are planning to construct a new building on an already existing plot. Today, I was on site with an earthworks contractor to get an offer for the earthworks. During this conversation, he made the following statement: A chemical soil analysis (to classify the pollutant class) *per core drilling* would be pointless and would not be accepted by any landfill, even if performed by a certified engineering office. However, the engineering offices would keep this quiet, which leads to another analysis having to be carried out later during excavation. In his opinion, an excavator test pit is required, with the soil expert present. Only in this way can a valid and widely accepted report be created.
I had already obtained offers for carrying out a soil survey from various offices to plan the costs for the spoil in advance. However, these are based on core drillings. Another earthworks contractor seems to have no problem with this either, and I myself have not been able to find any contrary information so far. So, what is true about this statement?
Note: This only concerns the chemical analysis for now, not the geotechnical investigation – the general contractor will carry that out later.
Thank you & best regards The W