Allthewayup
2023-01-11 13:22:05
- #1
I find the suggestions of my predecessors on the topic of explosives good and would also work toward a compromise with the GU. However, this requires, as mentioned, that you push a bit to limit the risk to an acceptable level.
Regarding the design water level, I can imagine that very cohesive soil was found during the preliminary investigation, so that surface water remains for a long time or there is groundwater within layers. The groundwater table alone does not determine the design water level. I believe that values from the hundred-year peak water level/precipitation, etc. are included. Then an additional 30 cm safety margin is added = design water level. At least, that is how it is in our soil report. Whether there is a standardized calculation formula is beyond my knowledge.
We have groundwater at -2.5 m, actually only fluctuating by 50 cm, but the design water level was indicated as 0 in the report. In other words, the ground surface. That is approximately where the water stood in 1999 during the worst Danube flood of the last 100 years.
Parcus’s objection is justified, but there are many conditions that can lead to this type of specification being chosen. It can be examined whether there is an alternative and whether the GU can (technically) follow.
Was your house plan available to the geologist at the time the soil report was created? Your quoted excerpts from the report appear very generally formulated and less specific to your construction.
Regarding the design water level, I can imagine that very cohesive soil was found during the preliminary investigation, so that surface water remains for a long time or there is groundwater within layers. The groundwater table alone does not determine the design water level. I believe that values from the hundred-year peak water level/precipitation, etc. are included. Then an additional 30 cm safety margin is added = design water level. At least, that is how it is in our soil report. Whether there is a standardized calculation formula is beyond my knowledge.
We have groundwater at -2.5 m, actually only fluctuating by 50 cm, but the design water level was indicated as 0 in the report. In other words, the ground surface. That is approximately where the water stood in 1999 during the worst Danube flood of the last 100 years.
Parcus’s objection is justified, but there are many conditions that can lead to this type of specification being chosen. It can be examined whether there is an alternative and whether the GU can (technically) follow.
Was your house plan available to the geologist at the time the soil report was created? Your quoted excerpts from the report appear very generally formulated and less specific to your construction.