DASI90
2018-12-03 11:49:39
- #1
Good morning everyone,
unfortunately we are still looking for a plot of land because the last one did not work out after all. We have found a new one that is favorable in many conditions and we are therefore considering applying. The "catch" is that it is located in the flood protection area (protection up to HQ100) and for HQextreme it theoretically lies in the flood zone. However, as far as I understand, during development it is already being filled so that even the ground floor is above the projected flood level. Nevertheless, a 0.5 m high retaining wall must be built for the existing buildings and the remaining height difference should be sloped. Besides the flood risk, this immediately raises concerns when I think about the earthworks. Can anyone report what the cost implications might be? Has anyone built in a similar area before? I mean the impact on costs should be significant when considering earthworks for slopes and retaining walls, construction of a waterproof basement, etc., right? The development plan even stipulates:
Does that mean a) I am definitely not allowed to develop the basement as "living space" (just theoretically) b) I absolutely have to secure the basement/floor slab against buoyancy and properly found it?
As far as I can judge, when considering the 0.5 m high retaining wall, a slope approximately 1.35 m high and 4.4 m deep over about 34 linear meters also has to be created. Thus, even if the final height will have been reached during development, more than 200 m³ of soil must still be "handled."
Given these facts, should one keep clear of something like this?
Best regards
unfortunately we are still looking for a plot of land because the last one did not work out after all. We have found a new one that is favorable in many conditions and we are therefore considering applying. The "catch" is that it is located in the flood protection area (protection up to HQ100) and for HQextreme it theoretically lies in the flood zone. However, as far as I understand, during development it is already being filled so that even the ground floor is above the projected flood level. Nevertheless, a 0.5 m high retaining wall must be built for the existing buildings and the remaining height difference should be sloped. Besides the flood risk, this immediately raises concerns when I think about the earthworks. Can anyone report what the cost implications might be? Has anyone built in a similar area before? I mean the impact on costs should be significant when considering earthworks for slopes and retaining walls, construction of a waterproof basement, etc., right? The development plan even stipulates:
It should be mentioned here that certain uses are excluded in endangered floors and the choice of appropriate building materials. Also, a flood-adapted foundation and building equipment, the sealing of supply and disposal lines, and – crucially – the securing of installations for electricity, gas, or oil tanks should help to avoid later damage and hazards.
Does that mean a) I am definitely not allowed to develop the basement as "living space" (just theoretically) b) I absolutely have to secure the basement/floor slab against buoyancy and properly found it?
As far as I can judge, when considering the 0.5 m high retaining wall, a slope approximately 1.35 m high and 4.4 m deep over about 34 linear meters also has to be created. Thus, even if the final height will have been reached during development, more than 200 m³ of soil must still be "handled."
Given these facts, should one keep clear of something like this?
Best regards