Seb08
2016-08-01 10:30:31
- #1
Dear forum community,
we are planning to purchase a plot of land in a planned new development area. Before we can name 5 plots as favorites and move on to the final allocation, the municipality has issued a general information letter. Among other things, it states that exploratory drilling was carried out in advance of the development work. Of course, this was done on a random basis throughout the entire construction area.
The text says the following:
Notes on drainage:
[...]
Rainwater from unbuilt areas, such as terraces or driveways, must infiltrate through the active soil zone without technical installations or be directed to infiltration through permeable paving including the necessary substructure.
[...]
Notes on soil conditions:
[...]
Both marlstone of the Upper Cretaceous and silt, partly humous silts below the topsoil layer, have been identified. The water levels measured towards the valley represent a closed, partially pressurized groundwater table in a low-permeability aquifer. In rainy periods and after heavy rainfall events, experience shows that waterlogging can occur on the low-permeability chalk marls and silts. [...] Due to the identified low permeability of the soils, rainwater infiltration is not advisable.
[...]
It is understandable that once you have decided on a plot and it is reserved, a geotechnical report is required and a plot-specific investigation will be carried out. But based on the passages mentioned: Does it make sense at all to take a closer look? It already does not sound very good to me as a layperson. Am I correct in my assumption? As an addition: The development area slopes about 5.50m over a length of approximately 350m towards the valley (a small stream). I would appreciate some assessments.
Best regards,
Seb08
we are planning to purchase a plot of land in a planned new development area. Before we can name 5 plots as favorites and move on to the final allocation, the municipality has issued a general information letter. Among other things, it states that exploratory drilling was carried out in advance of the development work. Of course, this was done on a random basis throughout the entire construction area.
The text says the following:
Notes on drainage:
[...]
Rainwater from unbuilt areas, such as terraces or driveways, must infiltrate through the active soil zone without technical installations or be directed to infiltration through permeable paving including the necessary substructure.
[...]
Notes on soil conditions:
[...]
Both marlstone of the Upper Cretaceous and silt, partly humous silts below the topsoil layer, have been identified. The water levels measured towards the valley represent a closed, partially pressurized groundwater table in a low-permeability aquifer. In rainy periods and after heavy rainfall events, experience shows that waterlogging can occur on the low-permeability chalk marls and silts. [...] Due to the identified low permeability of the soils, rainwater infiltration is not advisable.
[...]
It is understandable that once you have decided on a plot and it is reserved, a geotechnical report is required and a plot-specific investigation will be carried out. But based on the passages mentioned: Does it make sense at all to take a closer look? It already does not sound very good to me as a layperson. Am I correct in my assumption? As an addition: The development area slopes about 5.50m over a length of approximately 350m towards the valley (a small stream). I would appreciate some assessments.
Best regards,
Seb08