R0Li84
2016-01-27 14:27:57
- #1
I am still planning my construction project and am gradually starting to think about requesting the earthworks for the excavation pit. In this context, a trench for geothermal collectors is also to be laid.
My property has a slight slope from west to east (approximately 1.0 - 1.5 meters difference in height over about 25 meters width). I had considered retaining the property on the east side with a natural stone wall about 25 meters long (this would slowly increase in height towards the south, ending at about 1 meter to max. 1.5 meters high). The rest of the property could slope gently towards the south, where there is a green strip about 15 meters wide owned by the municipality. If the municipality objects to this, I would possibly also retain this with a natural stone wall.
My plan would be as follows:
1. Excavation for the trench (total approx. 60 meters long, 1.75 meters deep, 2 meters wide)
2. Lay and secure brine pipes in the trench
3. Backfill the trench and excavate the construction pit
4. Level the property with the excavation soil from the construction pit (hold back some for backfilling)
5. Build the natural stone wall and possibly adjust again
Does this procedure make sense? And if so, how should I handle the topsoil? Remove it completely and set it aside to redistribute it later over the clay soil? (With 800m² of land, that amounts to quite a lot).
My property has a slight slope from west to east (approximately 1.0 - 1.5 meters difference in height over about 25 meters width). I had considered retaining the property on the east side with a natural stone wall about 25 meters long (this would slowly increase in height towards the south, ending at about 1 meter to max. 1.5 meters high). The rest of the property could slope gently towards the south, where there is a green strip about 15 meters wide owned by the municipality. If the municipality objects to this, I would possibly also retain this with a natural stone wall.
My plan would be as follows:
1. Excavation for the trench (total approx. 60 meters long, 1.75 meters deep, 2 meters wide)
2. Lay and secure brine pipes in the trench
3. Backfill the trench and excavate the construction pit
4. Level the property with the excavation soil from the construction pit (hold back some for backfilling)
5. Build the natural stone wall and possibly adjust again
Does this procedure make sense? And if so, how should I handle the topsoil? Remove it completely and set it aside to redistribute it later over the clay soil? (With 800m² of land, that amounts to quite a lot).