bauenmk2020
2022-07-30 10:15:45
- #1
Hello,
we are planning the installation of a concrete cistern. I am still somewhat unsure about the size, but currently I would tend towards 8m3 (compromise between construction size / storage volume). A colleague has now told me that he has to pay sewage fees for his cistern because it is supposedly too small and not sufficient for garden irrigation and therefore fully or partially uses the sewer. However, according to research, this applies to every cistern connected to the public sewer. Exceptions are special retention cisterns. Here I just did not quite understand whether this reduces the usable volume or what the "retention volume" is about? Does it mean that the retention volume is considered as "lost" water volume, basically like overflow and therefore not usable - except, of course, during a rainfall event while the retention volume "forms"?
If that is the case, then I am actually "saving" at the wrong end, since you choose a cistern so large in order to bridge drought periods, and if you now apply this retention (time-delayed sewer drainage), then you reduce this "buffer for bad times" again.
An alternative would now be a cistern with overflow into a soakaway pit. But somehow I do not really like this idea, as a heavy rain event would certainly be too dangerous for our soil (clayey) ("local flooding")...
Is there possibly a way to size the cistern so that one can argue that no sewer fees will be incurred? We will only discharge about half of the roof area.
we are planning the installation of a concrete cistern. I am still somewhat unsure about the size, but currently I would tend towards 8m3 (compromise between construction size / storage volume). A colleague has now told me that he has to pay sewage fees for his cistern because it is supposedly too small and not sufficient for garden irrigation and therefore fully or partially uses the sewer. However, according to research, this applies to every cistern connected to the public sewer. Exceptions are special retention cisterns. Here I just did not quite understand whether this reduces the usable volume or what the "retention volume" is about? Does it mean that the retention volume is considered as "lost" water volume, basically like overflow and therefore not usable - except, of course, during a rainfall event while the retention volume "forms"?
If that is the case, then I am actually "saving" at the wrong end, since you choose a cistern so large in order to bridge drought periods, and if you now apply this retention (time-delayed sewer drainage), then you reduce this "buffer for bad times" again.
An alternative would now be a cistern with overflow into a soakaway pit. But somehow I do not really like this idea, as a heavy rain event would certainly be too dangerous for our soil (clayey) ("local flooding")...
Is there possibly a way to size the cistern so that one can argue that no sewer fees will be incurred? We will only discharge about half of the roof area.