crazycube81
2015-07-03 22:30:58
- #1
Hello everyone,
Thank you for your feedback. Briefly in advance, we are not seeking damages or anything like that; for us, it is about finding a solution on how to solve the problem cleanly and quickly – however, with the condition that not all responsibility is denied from the outset. At today's appointment, the geologist explained the problem to us (of course, he did not admit any fault), and possible solutions were also discussed with the construction company. Theoretically, our previous solution with the soakaway shaft might still be possible, but there is a risk that we could end up standing in water during heavy rainfalls. The second idea was a waterproof base slab + reinforced basement wall coating, with a similar risk and difficult execution for a semi-detached house. That would then mean a white tank + recalculation of the statics. All options will now first be calculated, and then another appointment will take place.
Where the water actually comes from is not yet entirely clear, possibly from a well on the other side of the street or the old sewer; it only leaks out on a few square meters. We will know more on Monday when the sewer work starts. Maybe we are lucky and something simpler to solve will be found. From my point of view, in the worst case we probably will not avoid the costs of the white tank, because if the report had already given the recommendation, we would have had to pay for it. Costs that now additionally arise (statics, etc.) will be clarified with the geologist to see if he shows any leniency here, after all, the statics were calculated based on his report and are now required again.
So, now first a cold beer, wish you a nice evening.
Best regards
Crazy
Thank you for your feedback. Briefly in advance, we are not seeking damages or anything like that; for us, it is about finding a solution on how to solve the problem cleanly and quickly – however, with the condition that not all responsibility is denied from the outset. At today's appointment, the geologist explained the problem to us (of course, he did not admit any fault), and possible solutions were also discussed with the construction company. Theoretically, our previous solution with the soakaway shaft might still be possible, but there is a risk that we could end up standing in water during heavy rainfalls. The second idea was a waterproof base slab + reinforced basement wall coating, with a similar risk and difficult execution for a semi-detached house. That would then mean a white tank + recalculation of the statics. All options will now first be calculated, and then another appointment will take place.
Where the water actually comes from is not yet entirely clear, possibly from a well on the other side of the street or the old sewer; it only leaks out on a few square meters. We will know more on Monday when the sewer work starts. Maybe we are lucky and something simpler to solve will be found. From my point of view, in the worst case we probably will not avoid the costs of the white tank, because if the report had already given the recommendation, we would have had to pay for it. Costs that now additionally arise (statics, etc.) will be clarified with the geologist to see if he shows any leniency here, after all, the statics were calculated based on his report and are now required again.
So, now first a cold beer, wish you a nice evening.
Best regards
Crazy