Current through Register Vol. 50, No. 9, September 20, 2024
A. Background
1. The water quality standards set forth in
this Chapter are the foundation for a range of programs that establish water
quality goals for water body segments thereby ensuring suitable aquatic
ecosystems. Water quality standards are derived for individual water segments
on the basis of the designated use or uses of the segment and the natural
qualities of the waters.
2. An
established water quality criterion represents the general or numeric
concentration limit or characteristic of a constituent in a water body segment
that is allowed by the state. For some toxic substances, however, criteria
provide both acute and chronic limits for the protection of aquatic life in
fresh and marine waters, and separate limits for the protection of human
health. Criteria apply at all times, except where natural conditions cause them
to be exceeded or where specific exemptions in the standards apply. Water uses,
pollution sources, natural conditions, and the water quality criteria are all
considered in the departments determination of appropriate permit limits for
each wastewater discharge to a water body.
3. The difference between an ambient
concentration and a water quality criterion should not be construed as the
amount of a constituent that can be discharged. The antidegradation statement
requires that all waters which exceed the water quality standards be maintained
at their existing high quality, which can be lowered only after demonstrating
that allowing lower water quality is necessary to accommodate important
economic and or social development in the area in which the waters are located.
In addition, before a lowering of high water quality can be allowed, an
analysis of alternatives shall be performed to demonstrate that the lowering of
high water quality is necessary. More stringent requirements apply to those
waters designated as outstanding natural resource waters, as described in LAC
33:IX.1109.A.3.
B. Flow
Conditions. Except where indicated elsewhere in this Chapter, the water quality
standards specified herein shall apply during all flow conditions greater than
the critical flows defined in LAC 33:IX.1115.C. (See LAC 33:IX.1107 and
intermittent streams exception category, LAC 33:IX.1109.C.1.)
C. Mixing, Mixing Zone, and Flow Application
1. Mixing zones are those portions of water
bodies where effluent waters are dispersed into receiving waters. These are
areas where effluents and receiving waters mix and not areas where effluents
are treated. Mixing zones are not considered a part of the wastewater treatment
process. Mixing must be accomplished as quickly as possible to ensure that the
waste is mixed in the smallest practicable area. Outfall structures should be
designed to minimize mixing zone size. Mixing zones and fractions of flow apply
only to aquatic life criteria. Human health criteria are to be met below the
point of discharge after complete mixing.
2. Mixing zones are exempted from general and
numeric criteria as specified in LAC 33:IX.1113, except as required in
Paragraph C.5 of this Section. The waters outside of mixing zones must meet all
the standards for that particular body of water. For toxic substances, this
requires meeting chronic aquatic life criteria beginning at the edge of the
mixing zone.
3. For aquatic life
criteria, small zones of initial dilution will be allowed at each discharge
site within a mixing zone. Numeric mixing zones and other receiving water
criteria, including both aquatic life acute and chronic water quality criteria,
will not apply in these zones of initial dilution. Zones of initial dilution
are, however, restricted to the immediate point of discharge and are
substantially smaller than the designated mixing zone. They shall not exceed 10
percent of the size of the mixing zone unless conditions specified in Paragraph
C.13 of this Section are met. Numeric acute aquatic life criteria apply
beginning at the edge of the zone of initial dilution.
4. A mixing zone shall not be allowed to
adversely impact a nursery area for aquatic life species, habitat for waterfowl
or indigenous wildlife associated with the aquatic environment except as
provided in Paragraphs C.2 and 3 of this Section, or any area approved by the
state for oyster propagation. Mixing and mixing zones shall not include an
existing drinking water supply intake if they would significantly impair the
drinking water intake.
5. Mixing
zones must be free of the following:
a.
floating debris, oil, scum, and other material in concentrations that
constitute a nuisance or negatively impact the aesthetics;
b. substances in concentrations which produce
undesirable or nuisance aquatic life; and
c. materials in concentrations that will
cause acute toxicity to aquatic life. Acute toxicity refers to aquatic life
lethality or other deleterious effects caused by the passage through a mixing
zone of migrating fish moving up or downstream, or by the passage through a
mixing zone of less mobile forms such as zooplankton that drift through the
mixing zone. Numeric acute criteria or other acute quantitative limits for
toxic substances will be applied in the mixing zone to protect aquatic life
from acute toxicity.
6.
Applicable limits of mixing zones shall include, but may not be limited to, the
linear distances from point source discharges, surface area involvement, and
volume of receiving water, and shall take into account other nearby mixing
zones. A mixing zone shall not overlap another mixing zone in such a manner, or
be so large, as to impair any designated water use in the receiving water body
when the water body is considered as a whole.
7. For the application of aquatic life
criteria, state water bodies are separated into seven categories as described
in Table 2a, and for the application of human health criteria, state water
bodies are separated into six categories as described in Table 2b. Mixing zones
apply to the implementation of chronic aquatic life criteria, and zones of
initial dilution apply to the implementation of acute aquatic life criteria.
a. Chronic aquatic life criteria apply
outside the mixing zone, beginning at the edge. The 7Q10 is specified in Table
2a with the intention of limiting 7-day average concentration exceedances to no
more than once every 10 years.
b.
In perennial, flowing streams (Table 2b, Categories 1 and 2), harmonic mean
flow is specified for human health protection against carcinogens, and the 7Q10
is specified for human health protection against non-carcinogens.
c. These specified flows will not be
appropriate under some circumstances, and alternative formulations will be
required to determine appropriate effluent limitations for equivalent
protection of human health and aquatic life uses of the stream. These
exceptions may include, but are not limited to, seasonally variable effluent
discharge rates, hold and release treatment systems, and effluent dominated
sites. The department may approve an alternative which is protective of
designated uses, to be determined on a case-by-case basis.
8. For chloride, sulfate, and total dissolved
solids, criteria are to be met below the point of discharge after complete
mixing. Because criteria are developed over a long-term period, harmonic mean
flow will be applied for mixing.
9.
Dilution at the edge of the mixing zone and at the edge of the zone of initial
dilution for water body categories 5, 6, and 7 (Table 2a) will be determined on
a case-by-case basis.
10. Mixing
zones shall not preclude the occurrence of continuous water routes of the
volume, area, and quality necessary to allow passage of free-swimming and
drifting fish and aquatic life with no significant effects on their
populations.
11. In those cases,
such as wetlands, where unique site-specific conditions or other considerations
preclude the application of specific mixing zone requirements, the department
may specify definable, geometric limits for mixing zones.
12. In those cases where unique site-specific
conditions preclude the application of the flow requirements for Category 2
water bodies as stated in Tables 2a and 2b, the department may on a
case-by-case basis approve an alternative flow when determining
2,3,7,8-tetrachlorodibenzo-p-dioxin (2,3,7,8-TCDD) permitted effluent
concentrations. Any flow specifications shall be protective of designated
uses.
13. In cases for which a
diffuser has been approved or required for use with a wastewater discharge, the
department may increase the dilution allowed for the application of acute
aquatic life criteria at the edge of the zone of initial dilution. The dilution
allowed will be determined by the department after consideration of receiving
water body characteristics and diffuser capabilities. No increase in dilution
will be allowed at the edge of the mixing zone for the application of chronic
aquatic life criteria. Physical constraints of a particular water body may
preclude the approval and use of a diffuser. The following conditions must be
met with the use of a diffuser:
a. the
diffused discharge velocity must be sufficient to provide adequate mixing such
that acutely toxic conditions are minimized;
b. the diffused discharge must not adversely
impact nursery areas for aquatic life species or indigenous wildlife associated
with the aquatic environment except as provided in Paragraphs C.2 and 3 of this
Section, propagation areas, zones of passage for aquatic life (see Paragraph
C.10 of this Section), wildlife uses, recreational uses, or drinking water
supply intakes;
c. the diffused
discharge must not cause erosion or scour of the water body banks or
bottom;
d. the diffused discharge
must be submerged and located in areas with sufficient depth available so that
surface water uses of the receiving water are not impaired and the design
mixing capabilities of the diffuser are achieved;
e. diffused discharges must not be located in
areas where the diffuser may be damaged or impaired by scouring, deposition, or
periodic dredging; and
f. diffused
discharges must not be located in areas where eddies or whirlpools can cause
buildup of effluent concentrations by obstructing or trapping the discharge jet
flow.
Table 2a. Water Body Categorization for the
Determination of Appropriate Dilution and Mixing Zone Application for Aquatic
Life
|
C A T G
|
Description
|
Aquatic Life
|
Flow
|
Fraction of Flow or Radial Distance
(feet)
|
ZIDa
|
MZb
|
1
|
Streams with 7Q10 flow greater than 100
cfsc
|
7Q10
|
10 cfs or 1/30 of the flow, whichever is
greater
|
100 cfs or 1/3 of the flow, whichever is
greater
|
2
|
Streams with 7Q10 flow less than or equal to 100
cfs
|
7Q10
|
1/10
|
1
|
3
|
Tidal channels with flows greater than 100
cfs
|
1/3 of the average or typical flow averaged over
one tidal cycle irrespective of flow direction
|
10 cfs or 1/30 of the flow, whichever is
greater
|
100 cfs or 1/3 of the flow, whichever is
greater
|
4
|
Tidal channels with flows less than or equal to 100
cfs
|
1/3 of the average or typical flow averaged over
one tidal cycle irrespective of flow direction
|
1/10
|
1
|
5
|
Freshwater lakes and ponds
|
Not Applicable
|
25 feet
|
100 feet
|
6
|
Coastal bays and lakes
|
Not Applicable
|
50 feet
|
200 feet
|
7
|
Gulf of Mexico
|
Not Applicable
|
100 feet
|
400 feet
|
aZID = zone of initial
dilution
bMZ = mixing zone
ccfs = cubic feet per second
Table 2b. Water Body Categorization for the
Determination of Flow for Human Health
|
C A T G
|
Description
|
Human Health
|
Flow
|
Noncarcinogens
|
Carcinogens
|
1
|
Streams with 7Q10 flow greater than 100 cfs
|
7Q10
|
Harmonic Mean
|
2
|
Streams with 7Q10 flow less than or equal to 100
cfs
|
7Q10
|
Harmonic Mean
|
3
|
Tidal channel
|
The average or typical flow averaged over one tidal
cycle irrespective of flow direction
|
4
|
Freshwater lakes and ponds
|
Not Applicable
|
Not Applicable
|
5
|
Coastal bays and lakes
|
Not Applicable
|
Not Applicable
|
6
|
Gulf of Mexico
|
Not Applicable
|
Not Applicable
|
AUTHORITY NOTE:
Promulgated in accordance with
R.S.
30:2074(B)(1).