My city's tds are 575 with 1 ppm Nitrate, and Chlorine .2-.6. My chlorine tests results are usually very low, .25 range. The city does not say they use chloramine.
So... obviously I am going to need more than one DI chamber for the high tds.
But I am also wondering what stages I should get for pre-membrane to preserve the life of the membrane since I nearly have rocks coming out of the tap.
On the big BRS unit, they have 2 carbon blocks rather than an extra sediment, but with 1 ppm nitrate and low chlorine and no chloramine, I don't think I need 2 carbon blocks. I am wondering if I should run a 5 micron sediment 1st, then a 1 micron sediment, then the carbon, and then membrane? Or should I just run the basic 1 sediment, 1 carbon, membrane, then 2-3 DI chambers?
So... obviously I am going to need more than one DI chamber for the high tds.
But I am also wondering what stages I should get for pre-membrane to preserve the life of the membrane since I nearly have rocks coming out of the tap.
On the big BRS unit, they have 2 carbon blocks rather than an extra sediment, but with 1 ppm nitrate and low chlorine and no chloramine, I don't think I need 2 carbon blocks. I am wondering if I should run a 5 micron sediment 1st, then a 1 micron sediment, then the carbon, and then membrane? Or should I just run the basic 1 sediment, 1 carbon, membrane, then 2-3 DI chambers?




