Thanks so much Theo. Highly appreciate your prompt and unselfish feedback.
Kind regards
kevin
Thanks so much Theo. Highly appreciate your prompt and unselfish feedback.
Kind regards
kevin
AWESOME solution Theo, thank you so much for sharing
As I'm able to toggle, I can switch back to municipality water. I'm hoping to use a single 5000l tank to treat, then store/supply.
Few questions:
- what is your iron level based on for your recommendation of 0.5 cups per 1000l ?
- do i just multiply and add 2.5 cups at once?
- if yes, how long would i need to run the pump, and would i need to backwash more frequently?
My iron level is extremely high at 3.7 and i have a .37kw pump
Thanks again and excited to use your solution
Hey Guys,
This is such a great thread!
I am in the planning phase and need some advice regarding the pipe used. Are there specific pipe requirements? There are all different types & colors (blue, black, white etc), some are more expensive than others. I understand that the more expensive pipe is most likely the best but is it required for this setup or is the white PVC waste pipe sufficient?
Many Thanks
Clint
Hello Clint
I used the normal black PVC, but rated for 10bar of pressure. The black pipes have various pressure ratings, at least that what the salesperson indicated. I am actually considering to replace with white pvc pipes as it looks neater and nicer or lay the pipes in the ground. The rigidness of the pipes make it is easier to lay out properly compared to the black pipes which is sold in a roll (or shorter lengths) and is mission lay nice straight lengths.
HI all
Just a quick pop in to see how everyone is doing regarding your borehole water treatment systems.
A big thank you for all who has supported Water Treatment Services over the past year. We are currently extremely busy with successful installations and most of all happy customers with their new investment.
Please feel free to Contact Mark Cook @ 083 267 2158 or preferably via email @ watertreatmentservicessa@gmail.com
Regards to all
Theo and Mark
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