Kan. Admin. Regs. § 28-16-28c - General provisions
(a)
Antidegradation.
(1) General purpose waters.
(A) Levels of water quality in surface waters
of the state shall be maintained to protect the existing uses of those surface
waters.
(B) For all surface waters
of the state, if existing water quality is better than applicable water quality
criteria established in K.A.R. 28-16-28b through 28-16-28g, that existing water
quality shall be fully maintained and protected.
Water quality may be lowered only if the secretary finds, after full satisfaction of the intergovernmental coordination and public participation requirements on antidegradation contained in the "Kansas antidegradation policy," as adopted by reference in K.A.R. 28-16-28b, that a lowering of water quality is needed to allow for important social or economic development in the geographical area in which the waters are located.
In allowing the lowering of water quality, the maintenance and protection of existing uses shall be ensured, and the highest statutory and regulatory requirements for all new and existing point sources of pollution and all cost-effective and reasonable best management practices for nonpoint sources of pollution shall be achieved.
(2) Exceptional state waters. Wherever
surface waters of the state constitute exceptional state waters, discharges
shall be allowed only if existing uses and existing water quality are
maintained and protected.
(3)
Outstanding national resource waters. Wherever surface waters of the state
constitute an outstanding national resource water, existing uses and existing
water quality shall be maintained and protected. New or expanded discharges
shall not be allowed into outstanding national resource waters.
(4) Threatened or endangered species. No
degradation of surface water quality by artificial sources of pollution shall
be allowed if the degradation will result in harmful effects on populations of
any threatened or endangered species of aquatic or semiaquatic life or
terrestrial wildlife or its critical habitat as determined by the secretary of
the department of wildlife, parks, and tourism pursuant to
K.S.A. 32-960, and amendments thereto, K.A.R.
115-15-3, or the federal endangered species act, 16 U.S.C. Section 1532 et
seq., as in effect on July 1, 2012.
(5) Temporary discharges. Temporary sources
of pollution meeting the requirements of subsection (d) of this regulation and
K.A.R. 28-16-28e, producing only ephemeral surface water quality degradation
not harmful to existing uses, may be allowed by the department.
(6) Thermal discharges. Implementation of
these anti-degradation provisions for thermal discharges shall be consistent
with the requirements of 33 U.S.C. Section 1326, as in effect on July 1,
2012.
(7) Implementation.
Implementation of these antideg-radation provisions shall be consistent with
the "Kansas antidegradation policy," available upon request from the
department.
(b) Mixing
zones.
(1) General limitations. Mixing zones
shall not extend across public drinking water intakes, stream tributary mouths,
or swimming or boat ramp areas, nor shall mixing zones exist in locations that
preclude the normal upstream or downstream movement or migration of aquatic
organisms. Mixing zones associated with separate discharges shall not overlap
unless a department-approved demonstration indicates that the overlapping will
not result in a violation of the general water quality criteria specified in
K.A.R. 28-16-28e or in an impairment of the existing uses of the receiving
surface water. The zone of initial dilution for a mixing zone shall comprise,
in terms of volume, not more than 10 percent of the mixing zone.
(2) Discharges into classified stream
segments. No mixing zone within a classified stream segment, as defined in
K.S.A. 2013 Supp.
82a-2001 and amendments thereto,
shall extend beyond the middle of the nearest downstream current crossover
point, where the main current flows from one bank to the opposite bank, or more
than 300 meters downstream from the point of effluent discharge.
(3) Effluent-dominated streams. If the ratio
of the receiving stream critical low flow to the discharge design flow is less
than 3:1, then the mixing zone shall be the cross-sectional area or the
volumetric flow of the stream during critical low flow conditions, as measured
immediately upstream of the discharge during the critical low flow.
(4) Applications. Mixing zones shall be
applied in accordance with paragraphs (b)(7) and (b)(8), based on the
classification and designated uses of a stream segment for individual
pollutants. For surface waters classified as outstanding national resource
waters or exceptional state waters, or designated as special aquatic life use
waters, mixing zones for specific discharges may be allowed by the secretary in
accordance with paragraphs (b)(6), (b)(7), and (b)(8)(A). Mixing zones also may
be allowed if there are no aquatic life criteria for an individual
pollutant.
(5) Restrictions. The
right to prohibit the use of mixing zones or to place more stringent
limitations on mixing zones than those stipulated in paragraphs (b)(2), (3),
and (13) shall be reserved by the secretary wherever site conditions preclude
the rapid dispersion and dilution of effluent within the receiving surface
water or if, in the judgment of the secretary, the presence of a mixing zone
would unduly jeopardize human health or any of the existing uses of the
receiving surface water.
(6)
Outstanding national resource waters. Mixing zones may be allowed by the
secretary for existing permitted discharges in surface waters re-designated
asoutstanding national resource waters in the "Kansas surface water register"
pursuant to K.A.R. 28-16-28g but shall be evaluated on an individual permit
basis to prevent the degradation of the outstanding national resource
waters.
(7) Exceptional state
waters. If the ratio of the receiving stream critical low flow to the discharge
design flow is equal to or greater than 3:1, the mixing zone shall not exceed
25 percent of the cross-sectional area or volumetric flow of the receiving
stream during critical low flow conditions, measured immediately upstream of
the discharge during the critical low flow.
(8) General purpose waters.
(A) Special aquatic life use waters. If the
ratio of the receiving stream critical low flow to the discharge design flow is
equal to or greater than 3:1, the mixing zone shall not exceed 25 percent of
the cross-sectional area or volumetric flow of the receiving stream during
critical low flow conditions, measured immediately upstream of the discharge
during the critical low flow.
(B)
Expected aquatic life use waters. If the ratio of the receiving stream critical
low flow to the discharge design flow is equal to or greater than 3:1, the
mixing zone shall not exceed 50 percent of the cross-sectional area or
volumetric flow of the receiving stream during critical low flow conditions,
measured immediately upstream of the discharge during the critical low
flow.
(C) Restricted aquatic life
use waters. If the ratio of the receiving stream critical low flow to the
discharge design flow is equal to or greater than 3:1, the mixing zone shall
not exceed 100 percent of the cross-sectional area or volumetric flow of the
receiving stream during critical low flow conditions, measured immediately
upstream of the discharge during the critical low flow.
(D) Recreational uses. Mixing zones for
classified surface waters designated for recreational uses may be allowed by
the secretary on an individual permit basis in accordance with paragraph
(b)(10).
(9) Alternate
low flows. Alternate low flows may be utilized by the department as the
critical low flow in the calculation of the mixing zone cross-sectional area or
volumetric flow for specific water quality criteria.
(A) The 30Q10 flow for ammonia or the
guaranteed minimum flow provided by a water assurance district, if applicable,
shall be used by the department in the calculation of the mixing zone
cross-sectional area or volumetric flow.
(B) Other alternate low flows, with a
specific recurrence frequency and averaging period, shall be considered by the
department if those flows will not result in excursions above aquatic life
criteria more frequently than once every three years.
(C) Each proposed alternate low flow shall be
subject to approval by the secretary.
(10) Alternate or site-specific mixing zones.
Alternate mixing zones employing specific linear distances for mixing zones or
alternate stream dilution volumes or cross-sectional areas, or both, may be
allowed by the secretary. Site-specific mixing zones may be allowed if data
generated from a site-specific study supports the use of an alternate mixing
zone, but maintains a zone of passage for aquatic life.
(11) Discharges into classified lakes. Mixing
zones shall not extend into any lake classified as an outstanding national
resource water or exceptional state water, or designated as a special aquatic
life use water according to K.A.R. 28-16-28d . Mixing zones in lakes designated
as expected aquatic life use water or restricted aquatic life use waters may be
allowed by the department if the mixing zones do not extend farther than 50
meters from the point of effluent discharge or do not comprise more than one
percent of the total volume of the receiving lake as measured at the
conservation pool.
(12) Discharges
into classified ponds. Mixing zones shall not extend into any classified
pond.
(13) Discharges into
classified wetlands. Mixing zones shall not extend into any classified
wetland.
(c) Special
conditions. The following special conditions shall not remove the obligation to
design, build, or use pollution control structures or methods to control point
sources and nonpoint sources:
(1) Low flow.
Any classified stream segment may be exempted by the secretary from the
application of some or all of the numeric surface water criteria specified in
K.A.R. 28-16-28e if streamflow is less than the critical low flow.
(2) Effluent-created flow.
(A) For any current classified stream segment
in which continuous flow is sustained primarily through the discharge of
treated effluent and the segment does not otherwise meet the requirements of a
classified stream in K.A.R. 28-16-28d, the discharger shall provide treatment
in accordance with the federal secondary treatment regulation,
40 C.F.R.
133.102, dated July 1, 2012.
(B) This discharge shall not violate the
general surface water quality criteria listed in K.A.R. 28-16-28e or impair any
of the existing or attained designated uses of a downstream classified stream
segment.
(C) If a use attainability
analysis demonstrates that the designated uses of a surface water segment are
not attainable, then the new use designations for effluent-created flow shall
be adopted as specified in K.A.R. 28-16-28d and approved by the EPA before
serving as a basis for limitations in any new, reissued, or modified
permit.
(d)
Treatment requirements.
(1) All effluent
shall receive appropriate minimum levels of treatment in accordance with
40 C.F.R.
122.44, dated July 1, 2012.
(2) Effluent shall receive a higher level of
treatment than that stipulated in paragraph (d)(1) of this regulation, if the
department determines that this higher level of treatment is needed to fully
comply with the terms and conditions of subsection (a) of this regulation or
K.A.R. 28-16-28e.
(e)
Analytical testing. All methods of sample collection, preservation, and
analysis used in applying K.A.R. 28-16-28b through 28-16-28g shall be in
accordance with those methods prescribed by the department.
(f) Application of standards to privately
owned reservoirs or ponds. The application of water quality standards to
privately owned reservoirs or ponds shall be subject to the provisions of
K.S.A. 65-171d, and amendments thereto.
Notes
State regulations are updated quarterly; we currently have two versions available. Below is a comparison between our most recent version and the prior quarterly release. More comparison features will be added as we have more versions to compare.
No prior version found.