How big should the cistern be and what is it supposed to achieve? Are we talking about water collection to use it with a pump, for example for garden water, or are we talking about a retention basin to gradually infiltrate the water? The first can hardly be a requirement from the office, and the second can be achieved just as well with enough other volume. The gentleman (if you are building with a general contractor) calculates how much infiltration area/volume is needed for area x when preparing the documents for the building notification. We first had the typical shaft for infiltration with 3.1 m³ volume and 1.5 m² infiltration area. Unfortunately, that didn’t work because of high groundwater. I then wrote an amendment myself and calculated how I now want to solve it. I then calculated 1x Graf tunnel with 300 liters each (3.3 m³ > 3.1 m³) and 11x yyy (yyy >>> 1.5 m²) (I don’t know the infiltration area right now). Both new values were larger than before and so it will inevitably work. The system is practically about 3-4 times as large as before, because infiltration area is basically "everything." It went through the office immediately. Submitted in person, the guy said right away that I can do it that way and the approval will come in the next few days. Cost: 12€ from the office