Section 302.407 Chemical Constituents
a) The
acute standard (AS) for the chemical constituents listed in subsection (e) must
not be exceeded at any time except as provided in subsection (d).
b) The
chronic standard (CS) for the chemical constituents listed in subsection (e) must
not be exceeded by the arithmetic average of at least four consecutive samples
collected over any period of four days, except as provided in subsection (d).
The samples used to demonstrate attainment or lack of attainment with a CS must
be collected in a manner that assures an average representative of the sampling
period. For the chemical constituents that have water quality-based standards
dependent upon hardness, the chronic water quality standard will be calculated
according to subsection (e) using the hardness of the water body at the time
the sample was collected. To calculate the attainment status of chronic
standards, the concentration of the chemical constituent in each sample is
divided by the calculated water quality standard for the sample to determine a
quotient. The water quality standard is attained if the mean of the sample
quotients is less than or equal to one for the duration of the averaging
period.
c) The human health
standard (HHS) for the chemical constituents listed in subsection (f) must not
be exceeded, on a 12-month rolling average based on at least eight samples,
collected in a manner representative of the sampling period, except as provided
in subsection (d).
d) In waters where
mixing is allowed under Section 302.102, the following apply:
1) The AS must not
be exceeded in any waters except for those waters for which a zone of initial
dilution (ZID) applies under Section 302.102.
2) The CS must not
be exceeded outside of waters in which mixing is allowed under Section 302.102.
3) The HHS must not
be exceeded outside of waters in which mixing is allowed under Section 302.102.
e) Numeric Water
Quality Standards for the Protection of Aquatic Organisms
Constituent
|
AS
(µg/L)
|
CS
(µg/L)
|
Arsenic
(trivalent, dissolved)
|
340 X 1.0*=340
|
150 X 1.0*=150
|
Benzene
|
4200
|
860
|
Cadmium
(dissolved)
|
eA+B ln(H) X {1.138672-[(ln(H))(0.041838)]}*,
where A=-2.918 and B=1.128
|
eA+B ln(H) X
{1.101672-[(ln(H))(0.041838)]}*, where A= -3.490 and B=0.7852
|
Chromium (hexavalent, total)
|
16
|
11
|
Chromium (trivalent, dissolved)
|
eA+B ln(H) X 0.316*,
where A=3.7256 and
B=0.8190
|
eA+B ln(H) X 0.860*,
where A=0.6848 and B=0.8190
|
Copper
(dissolved)
|
eA+B ln(H) X 0.960*,
where A=-1.645 and
B=0.9422
|
eA+B ln(H) X 0.960*,
where A=-1.646 and
B=0.8545
|
Cyanide**
|
22
|
10
|
Ethylbenzene
|
150
|
14
|
Fluoride (total)
|
eA+B ln(H),
where A=6.7319
and B=0.5394
|
eA+B ln(H), but must not exceed
4.0 mg/L,
where A=6.0445 and B=0.5394
|
Lead
(dissolved)
|
eA+B ln(H) X
{1.46203-[(ln(H))(0.145712)]}*,
where A=-1.301 and B=1.273
|
eA+B ln(H) X
{1.46203-[(ln(H))(0.145712)]}*,
where A=-2.863 and
B=1.273
|
Manganese (dissolved)
|
eA+B ln(H) X 0.9812*,
where A=4.9187
and B=0.7467
|
eA+B ln(H) X 0.9812*,
where A=4.0635
and B=0.7467
|
Mercury (dissolved)
|
1.4 X 0.85*=1.2
|
0.77 X 0.85*=0.65
|
Nickel (dissolved)
|
eA+B ln(H) X 0.998*,
where A=0.5173 and
B=0.8460
|
eA+B ln(H) X 0.997*,
where A=-2.286 and
B=0.8460
|
Toluene
|
2000
|
600
|
TRC
|
19
|
11
|
Xylene(s)
|
920
|
360
|
Zinc (dissolved)
|
eA+B ln(H) X 0.978*,
where A=0.9035 and
B=0.8473
|
eA+B ln(H) X 0.986*,
where A=-0.4456 and
B=0.8473
|
where:
µg/L
|
=
|
microgram per liter
|
H
|
=
|
Hardness concentration of receiving water in mg/L as
CaCO3
|
ex
|
=
|
base of natural logarithms raised to the
x-power
|
ln(H)
|
=
|
natural logarithm of hardness in mg/L as CaCO3
|
*
|
=
|
conversion factor multiplier for dissolved metals
|
**
|
=
|
standard to be evaluated using either of the
following USEPA approved methods, incorporated by reference at 35 Ill. Adm.
Code 301.106: Method OIA-1677, DW: Available Cyanide by Flow Injection,
Ligand Exchange, and Amperometry, January 2004, Document Number
EPA-821-R-04-001; or Cyanide Amenable to Chlorination, Standard Methods
4500-CN-G (40 CFR 136.3)
|
f) Numeric Water Quality
Standard for the Protection of Human Health
Constituent
|
HHS (µg/L)
|
Benzene
|
310
|
Mercury (total)
|
0.012
|
Phenols
|
860,000
|
where:
µg/L
|
=
|
microgram per liter
|
g) Numeric Water Quality
Standards for Other Chemical Constituents
Concentrations
of the following chemical constituents must not be exceeded except in waters
for which mixing is allowed under Section 302.102.
Constituent
|
Unit
|
Standard
|
Chloride
|
mg/L
|
500
|
Iron (dissolved)
|
mg/L
|
1.0
|
Selenium (total)
|
mg/L
|
1.0
|
Silver (dissolved)
|
µg/L
|
eA+B ln(H) X 0.85*, where A=-6.52
and B=1.72
|
Sulfate (where H is ≥ 100 but ≤ 500 and
C is ≥ 25 but ≤ 500)
|
mg/L
|
[1276.7+5.508(H)-1.457(C)] X 0.65
|
Sulfate (where H is ≥ 100 but ≤ 500 and
C is ≥ 5 but < 25)
|
mg/L
|
[-57.478 + 5.79(H) + 54.163(C)] X 0.65
|
Sulfate (where H > 500 and C ≥ 5)
|
mg/L
|
2,000
|
where:
mg/L
|
=
|
milligram per liter
|
µg/L
|
=
|
microgram per liter
|
H
|
=
|
hardness concentration of receiving water in mg/L as
CaCO3
|
C
|
=
|
chloride concentration of receiving water in mg/L
|
ex
|
=
|
base of natural logarithms raised to the x-power
|
ln(H)
|
=
|
natural logarithm of hardness in milligrams per
liter
|
*
|
=
|
conversion factor multiplier for dissolved metals
|
h) Concentrations
of other chemical constituents in the South Fork of the South Branch of the
Chicago River (Bubbly Creek) must not exceed the following standards:
CONSTITUENT
|
CONCENTRATION
(mg/L)
|
Ammonia
Un-ionized (as N*)
|
0.1
|
Arsenic
(total)
|
1.0
|
Barium
(total)
|
5.0
|
Cadmium
(total)
|
0.15
|
Chromium
(total hexavalent)
|
0.3
|
Chromium
(total trivalent)
|
1.0
|
Copper
(total)
|
1.0
|
Cyanide
(total)
|
0.10
|
Fluoride
(total)
|
15.0
|
Iron (total)
|
2.0
|
Iron
(dissolved)
|
0.5
|
Lead (total)
|
0.1
|
Manganese
(total)
|
1.0
|
Mercury
(total)
|
0.0005
|
Nickel
(total)
|
1.0
|
Oil, fats
and grease
|
15.0**
|
Phenols
|
0.3
|
Selenium
(total)
|
1.0
|
Silver
|
1.1
|
Zinc (total)
|
1.0
|
Total
Dissolved Solids
|
1500
|
* For purposes of this
Section, the concentration of un-ionized ammonia must be computed according to
the following equation:
where:
X
|
=
|
|
U
|
=
|
Concentration of un-ionized ammonia as N in mg/L
|
N
|
=
|
Concentration of ammonia nitrogen as N in mg/L
|
T
|
=
|
Temperature in degrees Celsius
|
** Oil must
be analytically separated into polar and non-polar components if the total
concentration exceeds 15 mg/L. In no case may either of the components exceed
15 mg/L (i.e., 15 mg/L polar materials and 15 mg/L non-polar materials).
(Source: Amended at 47 Ill. Reg. 4437,
effective March 23, 2023)