Current through Register Vol. 50, No. 9, September 20, 2024
A. Iron and manganese control, as used
herein, refers solely to treatment processes designed specifically for this
purpose. The treatment process used will depend upon the character of the raw
water. The selection of one or more treatment processes must meet specific
local conditions as determined by engineering investigations, including
chemical analyses of representative samples of water to be treated, and receive
the approval of the state health officer. It may be necessary to operate a
pilot plant in order to gather all information applicable to the design.
Consideration should be given to adjusting pH of the raw water to optimize the
chemical reaction.
1. Design elements for
removal by oxidation, detention and filtration are as follows.
a. Oxidation. Oxidation may be by aeration,
as indicated in §185 of this Part, or by chemical oxidation with chlorine,
potassium permanganate, sodium permanganate, ozone or chlorine
dioxide.
b. Reaction. A detention
time shall be provided following aeration to insure that the oxidation
reactions are as complete as possible. The reaction tank/detention basin shall
be designed to prevent short circuiting. If a reaction tank/detention basin is
provided, it shall be provided with an overflow, vent and access hatch in
accordance with §225 I, §225 J, and §225. K of this Part.
c. Sedimentation. Sedimentation basins shall
be provided when treating water with high iron and/or manganese ([GREATER THAN
EQUALS TO] 7*SMCL) content, or where chemical coagulation is used to reduce the
load on the filters. Provisions for sludge removal shall be made.
d. Filtration. Filters shall be provided and
shall conform to §177 of this Part.
2. For removal by the lime-soda softening
process, see §181. A of this Part.
3. Removal by manganese coated media
filtration. This process consists of a continuous or batch feed of potassium
permanganate to the influent of a manganese coated media filter.
a. Provisions should be made to apply the
permanganate as far ahead of the filter as practical and to a point immediately
before the filter.
c. An anthracite
media cap of at least six inches or more as required by the state health
officer shall be provided over manganese coated media.
d. Normal filtration rate shall be based on
the manufacturers performance studies.
e. Sample taps shall be provided:
i. for the raw water;
ii. immediately ahead of filtration;
and
iii. at the filter
effluent.
4.
Removal by Ion Exchange. This process of iron and manganese removal should not
be used for water containing more than 0.3 milligrams per liter of iron,
manganese or combination thereof. This process is not acceptable where either
the raw water or wash water contains dissolved oxygen or other
oxidants.
5. Sequestration by
Polyphosphates. The total phosphate applied shall not exceed 10 mg/L as
phosphate (PO4). Possible adverse effects on corrosion must be addressed when
phosphate addition is proposed for iron sequestering.
a. Feeding equipment shall conform to the
requirements of Subchapter A "Chemical Application" §201-§209 of this
Part.
b. Polyphosphates shall not
be applied ahead of iron and manganese removal treatment.
c. The phosphate feed point shall be located
at least five feet ahead of the oxidant feed point.
6. Sequestration by Sodium Silicates. Sodium
silicate sequestration of iron and manganese is appropriate only for
groundwater supplies prior to air contact. On-site pilot tests are required to
determine the suitability of sodium silicate for the particular water and the
minimum feed needed. Rapid oxidation of the metal ions such as by chlorine or
chlorine dioxide must accompany or closely precede the sodium silicate
addition. Injection of sodium silicate more than 15 seconds after oxidation may
cause detectable loss of chemical efficiency. Dilution of feed solutions much
below five per cent silica as SiO2 should also be avoided for the same reason.
Sodium silicate treatment may be less effective for sequestering manganese than
for iron.
a. Sodium silicate addition is
applicable to waters containing up to 2 mg/L of iron, manganese or combination
thereof.
b. Chlorine residuals
shall be maintained throughout the distribution system to prevent biological
breakdown of the sequestered iron.
c. The amount of silicate added shall be
limited to 20 mg/L as SiO2, but the amount of added and naturally occurring
silicate shall not exceed 60 mg/L as SiO2.
d. Feeding equipment shall conform to the
requirements of Subchapter A "Chemical Application" §201-§209 of this
Part.
e. Sodium silicate shall not
be applied ahead of iron or manganese removal treatment.
7. Sampling taps. Smooth-nosed sampling taps
shall be provided for control purposes. A means of collecting samples shall be
provided for each raw water source, each treatment unit influent and each
treatment unit effluent.
8. Testing
equipment shall be provided for all plants. Where polyphosphate sequestration
is practiced, appropriate phosphate testing equipment shall be provided that
meets the requirements of §137. G of this Part.
AUTHORITY NOTE:
Promulgated in accordance with the provisions of
R.S.
40:4.A.(8), 40:4.13.D.(1)(2) and
40:5.A.(2)(3)(5)(6)(7)(17).