Water Softeners-Potassium or Sodium Exchange Resin?

Discussion in 'Plumbing Forum, Professional & DIY Advice' started by markmc00, May 2, 2005.

  1. markmc00

    markmc00 New Member

    May 2, 2005
    Our planned new home out in the country will have a septic system, probably a non-aerobic type. I recently read that a water softener using potassium exchange resins is easier on the septic system than the sodium exchange resin type. Could someone explain exactly how these things work, why one would be "easier" on the septic than the other, benefits/downsides to the piping, cost/maintenance comparison between the two, etc....or should we just go without a water softener. We live in central Texas and the water is pretty hard. We get white water spots and the faucet aeriators (sp?) tend to clog with lime buildup.

    Thanks for any advice
  2. hj

    hj Moderator & Master Plumber Staff Member

    Aug 31, 2004
    Cave Creek, Arizona

    It is the same resin, you just use Potassium Chloride in the "brine tank" instead of Sodium Chloride (salt). If you drink the water and are concerned about your sodium intake then use the more expensive potassium.
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  4. Gary Slusser

    Gary Slusser That's all folks!

    Aug 31, 2004
    Wherever I park the motorhome.
    Here's some info on the costs of living with hard water:

    I've never heard of potassium being better in a septic system than sodium. But TX doesn't like a softener discharge into any septic system, so check your code.

    Some people believe that potassium is better for them than sodium but... the sodium added is 7.875 mg/l (about a quart) per grain of compensated hardness removed. Usually that's about the same as the sodium in say a glass of skim milk or a slice of white enriched bread, but check food and beverage labels if you want to reduce your sodium intake.

    Here's the other side of the potassium being better for you issue:

    To use potassium rather than sodium chloride, you have to increase the 'salt' dose if your softener salt dose is set for high salt efficiency. That would be 20% more. Potassium is not as good as sodium chloride.

    Here's some research data on discharges:

    Here's some info from the EPA (I don't have the URL):
    Home water softeners, which periodically generate a backwash that is high in sodium, magnesium, and calcium concentrations, can affect wastewater treatment processes and the composition and structure of the infiltration field biomat and the underlying soil. However, attempts to predict whether impacts will occur and to estimate their severity are difficult and often inconclusive.
    Water softeners remove “hardness†(dissolved calcium and magnesium) through ion exchange processes. Incoming hard water passes through a tank of containing high-capacity ion exchange resin beads supersaturated with sodium. The calcium and magnesium ions in the water attach to the resin beads, replacing the sodium, which is released into the water. The softened water is then distributed for use throughout the house. Over time, the ion exchange resin beads become saturated with calcium and magnesium ions. When this occurs, the tank must be recharged by flushing with a salt brine solution. Sodium ions reclaim their position on the resin beads, and the
    calcium and magnesium ions are released into the backwash water. The backwash water then exits the tank and is discharged to the wastewater treatment system. The number of times the tank is recharged and the amount of wastewater generated depends on a number of factors, including the hardness of the water, the amount of water used, the size of the water softener, and the capacity of the resins to remove calcium and magnesium.
    The wastewater generated during the recharge phase of the water softening process mixes with other household wastewaters, enters the septic tank, and eventually moves to the soil adsorption field. Studies conducted by soil scientists at the University of Wisconsin and the National Sanitation Foundation conclude that the wastewater effluent generated from
    properly operating and maintained water softeners will not harm onsite systems that are designed, operated, and maintained appropriately.

    Specifically, the studies conclude the following:
    • High concentrations of calcium and manganese in the softener backwash water have no deleterious effect on the
    biological functions occurring in the septic tank and may, in some cases, be helpful.
    • The additional volume of wastewater generated (typically about 50 gallons per recharge cycle) is added slowly to the
    wastewater stream and does not cause any hydraulic overload problems.
    • Soil structure in the soil absorption field is positively affected by the calcium and mangnesium ions in water softener effluent (Corey et al., 1977).
    Regarding the last conclusion, some people have the misconception that the salt brine that enters the ion exchange tank also exits the tank as wastewater. In fact, the influent with its high concentration of sodium ions is very different than the effluent, which has a high concentration of calcium and magnesium ions. Consequently, the potential for chemical clogging
    of clayey soil by sodium ions is reduced. The calcium and magnesium input may even help improve soil percolation.

    Risk management issues
    The human health impacts of ingesting softened water are increasingly discussed in addition to the traditional benefits of reduced use of surfactants and plumbing repair requirements. The choice of the homeowner to soften or not to soften will factor into all arguments. Also, the preceding descriptions are predicated on whole-house-supply softening. Today pointof-
    use devices designed for use with specific features in the house make the traditional advantages and disadvantages less

    Andress, S., and C. Jordan. 1998. Onsite Sewage Systems. Virginia Polytechnic Institute and State University, Civil
    Engineering Department, Blacksburg, VA.
    Corey, R.B., E.S. Tyler, and M.U. Olotu. 1997. Effects of Water Softner Use on the Permeability of Septic Tank Seepage
    Fields. In Proceedings of Second National Home Sewage Treatment Symposium. Pub. no. 5-77. American Society of
    Agricultural Engineers, St. Joseph, MI.
    Mancl, K.M. 1998. Septic Tank Maintenance. Ohio State University Extension publication AEX-740-98. Ohio State
    University, Food, Agricultural and Biological Engineering. Columbus, OH.
    University of Wisconsin. 1978. Management of Small Waste Flows. EPA-600/2-78-173. U.S. Environmental Protection
    Agency, Cincinnati, OH.
    U.S. Environmental Protection Agency (USEPA). 1992. Manual: Wastewater Treatment/Disposal for Small Communities.
    EPA 625/R-92/005. U.S. Environmental Protection Agency, Cincinnati, OH.

    Quality Water Associates
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