ᐅ Excavation/Foundation Construction in High Groundwater Areas – Experiences?
Created on: 19 Mar 2024 12:01
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gregman22
Dear community,
We are facing a challenge as our earthworks were actually supposed to start since this/last week. However, our plot is located in a high groundwater area, and the earthworks are complicating things. I haven’t received clear statements from our earthworks contractor, so I would like to hear about your experiences.
Situation:
- Basement floor slab with overhangs needs to be poured
- Groundwater is currently about 1.85 m (6 feet) below the plot surface
- Excavation for the basement floor slab must reach 3.55 m (12 feet) deep → thus, the earthworks will be 1.70 m (5.5 feet) below the groundwater level
- Planned earthworks measures: 3 boreholes for dewatering; pipeline route to sewer 470 m (1,540 feet), diameter of sewer pipe into which we can discharge: 40 cm (16 inches)
- Additionally: We have installed a soakaway well on the property, reaching a depth of 8 m (26 feet), theoretically allowing further water discharge
- Weather forecast for the next two weeks looks rather positive (2-3 rainy days, otherwise mostly dry); on dry days, the water level drops about 1-2 cm (0.4–0.8 inches) per day
Further info: At the very beginning, sheet piling was considered. However, no clear necessity was explained to me, so I decided against it—mainly due to the risks of damaging neighboring houses.
Currently, our earthworks contractor is installing the pipes and planned to start pumping from Friday.
Now my main question to you: How do you see the situation? How optimistic can I be that it will work out, on a scale from 0 (very pessimistic) to 10 (very optimistic)?
Thank you all.
Best regards
We are facing a challenge as our earthworks were actually supposed to start since this/last week. However, our plot is located in a high groundwater area, and the earthworks are complicating things. I haven’t received clear statements from our earthworks contractor, so I would like to hear about your experiences.
Situation:
- Basement floor slab with overhangs needs to be poured
- Groundwater is currently about 1.85 m (6 feet) below the plot surface
- Excavation for the basement floor slab must reach 3.55 m (12 feet) deep → thus, the earthworks will be 1.70 m (5.5 feet) below the groundwater level
- Planned earthworks measures: 3 boreholes for dewatering; pipeline route to sewer 470 m (1,540 feet), diameter of sewer pipe into which we can discharge: 40 cm (16 inches)
- Additionally: We have installed a soakaway well on the property, reaching a depth of 8 m (26 feet), theoretically allowing further water discharge
- Weather forecast for the next two weeks looks rather positive (2-3 rainy days, otherwise mostly dry); on dry days, the water level drops about 1-2 cm (0.4–0.8 inches) per day
Further info: At the very beginning, sheet piling was considered. However, no clear necessity was explained to me, so I decided against it—mainly due to the risks of damaging neighboring houses.
Currently, our earthworks contractor is installing the pipes and planned to start pumping from Friday.
Now my main question to you: How do you see the situation? How optimistic can I be that it will work out, on a scale from 0 (very pessimistic) to 10 (very optimistic)?
Thank you all.
Best regards
A
Allthewayup20 Mar 2024 07:36If you have hired a company for this, don’t worry too much and leave it to the contracted company. The calculations for the groundwater lowering were probably done in the background. An earthworks contractor who has experience working with groundwater should know what to do. In my opinion, a soakaway well does not make much sense as an infiltration point, unless it is located 100 m (330 feet) away from the excavation pit. Otherwise, you end up pumping water in a loop. Also, the soakaway well has a very limited absorption capacity unless it has a diameter of 2 m (6.5 feet) and a correspondingly large infiltration area. Of course, it may be necessary to use the soakaway well if the drainage system cannot handle 100% of the volume to be pumped out. However, this is more of a bureaucratic formality if the authorities come to inspect the dewatering on site. That was not the case for us, by the way.
Don’t worry too much; three extraction points sound sufficiently sized. Let those guys handle it and don’t panic. They are liable for their work as contractors, not you.
Don’t worry too much; three extraction points sound sufficiently sized. Let those guys handle it and don’t panic. They are liable for their work as contractors, not you.
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hanghaus202320 Mar 2024 12:48[QUOTE="Allthewayup, post: 658465, member: 58798"]

By the way, it shouldn’t look like this.
As long as the water is allowed to enter the basement in time, it’s not a big issue. It’s best to leave an opening so the water can flow in. After completion and backfilling of the work area, this opening should be closed and sealed.
By the way, it shouldn’t look like this.
As long as the water is allowed to enter the basement in time, it’s not a big issue. It’s best to leave an opening so the water can flow in. After completion and backfilling of the work area, this opening should be closed and sealed.
gregman22 schrieb:
The general contractor, on the other hand, did not subcontract the earthworks contractor, That was a serious contracting mistake on your part, you know that, right?
gregman22 schrieb:
I can definitely check on things daily (travel time 30-40 minutes), but I cannot guarantee 24/7 supervision Battery-powered webcam with data SIM card. There is surely an app for that.
https://www.instagram.com/11antgmxde/
https://www.linkedin.com/company/bauen-jetzt/
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gregman2220 Mar 2024 15:4511ant schrieb:
Bad allocation error on your part, you know that yourself, right?
Battery-powered webcam with data SIM. There is definitely an "app" for that. Allocation error -> Yes and no... 5 general contractors in the final selection; none of the 5 were willing to include earthworks in the contract
gregman22 schrieb:
Awarding mistake -> Sort of... 5 general contractors (GCs) in the final selection; none of the 5 was ready to include earthworks in the contractThen the contract should have been awarded to the sixth. Civil engineering/earthworks must be included in the GC package. What kind of architect allows construction to start under such conditions? Work phase 5 does not consist only of drawings for connection details!
https://www.instagram.com/11antgmxde/
https://www.linkedin.com/company/bauen-jetzt/
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gregman2220 Mar 2024 15:55Yes, now I understand better, but that doesn’t help me any further today.