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Operating conditions – Culligan Iron-Cleer User Manual

Page 8

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The concentration limits listed below reflect the maximum individual limit that each contaminant was

tested for separately without any interference of other contaminants in the influent water.
In reality, however, we know that these contaminants may be present in combination which may limit

the filter’s ability to remove these contaminants in higher concentrations. In some cases, individual

sellers of this equipment have had success removing higher concentrations of contaminants - iron,

for example - above the limitations we have listed. If you are considering the installation of this

system for the reduction/removal of iron, manganese and/or hydrogen sulfide beyond the printed

operating conditions below, we recommend that you consult the manufacturer for proper application.

Installation of this system under these circumstances may void part(s) and/or all of the system

warranty.

pH — The pH level of the influent water must be 7.0 - 8.5. A pH level of 7.0 - 8.5 is optimal for iron

reduction.

Iron — This system is rated for a maximum of 10 ppm of ferrous (clear water) and/or ferric (red

water) iron. Consult the factory if iron bacteria is present.

Hydrogen Sulfide — Often referred to as rotten egg odor, hydrogen sulfide will be reduced

significantly on water supplies containing less than 5 ppm. Consult the manufacturer if hydrogen

sulfide concentrations is greater than 5 ppm.

Organic Matter (Tannins) — The presence of organic matter such as tannins will prevent the

oxidation process of converting the dissolved element, such as iron or manganese, to a non-soluble

precipitate or solid substance, allowing it to be filtered out. The Iron Cleer™ is not designed to

remove organic bound iron.

4

Raw

Water

In

Iron

Cleer

Aeration

Tank

Unfiltered
Water To
Outside
Hosebibs

Iron

Cleer

Filter
Tank

Water

Softener

Filtered
Non-Softened Water

Softened
and
Filtered
Water

Iron Cleer

Figure 1

Note: Waste

connections or drain

outlets shall be designed

and constructed to

provide for connection

to the sanitary waste

system through an air

gap of 2 pipe diameters

or 25.4 mm (1 in.)

whichever is larger.

Operating

Conditions