Idaho Administrative Code
Title IDAPA 58 - Environmental Quality, Department of
Rule 58.01.08 - IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
Section 58.01.08.532 - FACILITY AND DESIGN STANDARDS: DESIGN STANDARDS FOR SOFTENING
Universal Citation: ID Admin Code 58.01.08.532
Current through August 31, 2023
The softening process selected must be based upon the mineral qualities of the raw water and the desired finished water quality, in conjunction with requirements for disposal of sludge or brine waste (see Section 540), cost of plant, cost of chemicals, and plant location. Applicability of the process chosen shall be demonstrated. (3-24-22)
01. Lime or Lime-Soda Process. Rapid mix, flocculation, and sedimentation processes shall meet the requirements of Section 520. In addition the following requirements must be met: (3-24-22)
a. When
split treatment is used, an accurate means of measuring and splitting the flow
must be provided. (3-24-22)
b.
Rapid mix basins must provide not more than thirty (30) seconds detention time
with adequate velocity gradients to keep the lime particles dispersed.
(3-24-22)
c. Equipment for
stabilization of water softened by the lime or lime-soda process is required,
see Section 537. (3-24-22)
d. Mechanical sludge removal equipment shall
be provided in the sedimentation basin. (3-24-22)
e. Provisions must be included for proper
disposal of softening sludges; see Section
540. (3-24-22)
f. The plant processes must be manually
started following shut-down. (3-24-22)
02. Cation Exchange Process. (3-24-22)
a. Pre-treatment is required when
the content of iron, manganese, or a combination of the two, is one milligram
per liter (1 mg/l) or more. (3-24-22)
b. The units may be of pressure or gravity
type, of either an upflow or downflow design. Automatic regeneration based on
volume of water softened shall be used unless manual regeneration is justified
and is approved by the Department. A manual override shall be provided on all
automatic controls. (3-24-22)
c.
Rate-of-flow controllers or the equivalent shall be used to control the
hydraulic loading of cation exchange units. (3-24-22)
d. The bottoms, strainer systems and support
for the exchange resin shall conform to the criteria provided for rapid rate
gravity filters in Section
521. (3-24-22)
e. Cross Connection Control. Backwash, rinse
and air relief discharge pipes shall be installed in such a manner as to
prevent any possibility of back-siphonage. (3-24-22)
f. A bypass must be provided around softening
units to produce a blended water of desirable hardness. Totalizing meters must
be installed on the bypass line and on each softener unit. The bypass line must
have a shutoff valve. (3-24-22)
g.
When the applied water contains a chlorine residual, the cation exchange resin
shall be a type that is not damaged by residual chlorine. (3-24-22)
h. Smooth-nose sampling taps must be provided
for the collection of representative samples. The taps shall be located to
provide for sampling of the softener influent, effluent, blended water, and on
the brine tank discharge piping. The sampling taps for the blended water shall
be at least twenty (20) feet downstream from the point of blending. Petcocks
are not acceptable as sampling taps. (3-24-22)
i. Brine and salt storage tanks shall meet
the following requirements: (3-24-22)
i. Salt
dissolving or brine tanks and wet salt storage tanks must be covered and must
be corrosion-resistant. (3-24-22)
ii. The make-up water inlet must be protected
from back-siphonage. (3-24-22)
iii.
Wet salt storage basins must be equipped with manholes or hatchways for access
and for direct dumping of salt from truck or railcar. Openings must be provided
with raised curbs and watertight covers having overlapping edges similar to
those required for finished water reservoirs. (3-24-22)
iv. Overflows, where provided, must be
protected with twenty-four (24) mesh or similar non-corrodible screens, and
must terminate with either a turned downed bend having a proper free fall
discharge or a self-closing flap valve. (3-24-22)
v. The salt shall be supported on graduated
layers of gravel placed over a brine collection system. (3-24-22)
vi. Alternative designs which are conducive
to frequent cleaning of the wet salt storage tank may be considered.
(3-24-22)
vii. An eductor may be
used to transfer brine from the brine tank to the softeners. If a pump is used,
a brine measuring tank or means of metering shall be provided to obtain the
proper dilution. (3-24-22)
j. Suitable disposal must be provided for
brine waste; see Section
540. Where the volume of spent
brine must be reduced, consideration may be given to using a part of the spent
liquid concentrate for a subsequent regeneration. (3-24-22)
k. Pipes and contact materials must be
resistant to the aggressiveness of salt. Plastic and red brass are acceptable
piping materials. Steel and concrete must be coated with a non-leaching
protective coating which is compatible with salt and brine. (3-24-22)
l. Bagged salt and dry bulk salt storage
shall be enclosed and separated from other operating areas in order to prevent
damage to equipment. (3-24-22)
Disclaimer: These regulations may not be the most recent version. Idaho may have more current or accurate information. We make no warranties or guarantees about the accuracy, completeness, or adequacy of the information contained on this site or the information linked to on the state site. Please check official sources.
This site is protected by reCAPTCHA and the Google
Privacy Policy and
Terms of Service apply.