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
Please find photo of 4 percolation pits ( 2 feet radius ) by south side of my building
Please find photo of 2 percolation pits ( 3 feet radius ) by north side of building
Please find the video of dry wells on the south side of the building here
Please find the video of dry wells on the north side of the building here
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
Some insights into this is appreciated
Update:
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 may i 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 acquifier.
Would this be a problem to footing and cause any differential settlement ?



