We have water percolation pits installed around the house to handle waste water from kitchen, washing machine and bathroom.
I worry whether this water percolation pit can affect the RCC column and footer which is my foundation?
The building was constructed using framed structure rather than load bearing wall structure.
4 percolation pits (2 feet radius) by south side of my building:
2 percolation pits (3 feet radius) by north side of building:
- Video of dry wells on the south side of the building
- Video of dry wells on the north side of the building
Sand texture:
- It's clay
- Water table 2 ( During rainy season ) to 4 feet ( During summer )
- Ground water is saline
Here is what government geological survey says about the soil profile
I have already made significant investments into buying the concrete cement rings and placing it.
If this is gonna be a problem, I can certainly consider buying some more land and spread out the waste water over a garden. But this is a huge investment again.
Let's say above is an option, then leaving these Percolation pit empty. I mean divert the water to elsewhere. Then I may leave the percolation pits as it is.
From my experience, I can say the water level in percolation pit goes up and down, without any incoming water from building.
I think water gets filled into the pit by surface level aquifer.
Would this be a problem to footing and cause any differential settlement?



