Current through Register Vol. 46, No. 39, September 25, 2024
(a)
Minimum treatment. All wastes shall receive a minimum of secondary treatment,
regardless of the stated stream quality objective.
(b) Disinfection. Wastes (exclusive of
stormwater bypass) containing human excreta or disease-producing organisms
shall be effectively disinfected before being discharged into surface bodies of
water as needed to meet applicable commission or State water quality
standards.
(c) Public safety.
Effluents shall not create a menace to public health or safety at the point of
discharge.
(d) Limits.
(1) Discharges shall not contain more than
negligible amounts of debris, oil, scum, or other floating materials, suspended
matter which will settle to form sludge, toxic substances, or substances or
organisms that produce color, taste, odor of the water, or taint fish or
shellfish flesh.
(i) Suspended solids.
(a) For wastewater treatment facilities, not
to exceed:
(1) 30 mg/l as a 30-day average;
and
(2) 45 mg/l as a 7-day
average.
(b) For
industrial wastewater treatment facilities' discharges with a concentration
greater than in subclauses (a)(1)-(2) of this subparagraph:
(1) up to 100 mg/l as a 30-day average may be
permitted; and
(2) at least 85
percent reduction as a 30-day average is achieved, as may be modified by
section 860.6(d)(3) of
this Part.
(c) The limit
in subclause (b)(1) of this subparagraph may be waived upon application, if it
is determined that there is an established USEPA best conventional pollutant
control technology (BCT) effluent limitation and that the treatment level meets
the applicable BCT limitation.
(ii) Oil and grease.
(a) Oil storage terminal runoff.
(1) Oil storage terminal runoff shall not
exhibit readily visible oil.
(2)
Control facilities shall be designed and operated such that the concentration
of oil and grease in the effluent shall not exceed 15 mg/l as the average of
samples taken during any single storm event during which:
(i) precipitation is not greater than two
inches per hour or 4 1/2 inches in 24 hours; or
(ii) a maximum runoff of 80 gallons per
minute per acre over a 24-hour period occurs.
(3) In implementing this standard, signatory
parties may adopt and apply either effluent and monitoring standards, or best
management practices for design, operation and maintenance of control
facilities, provided that the commission reserves the power to monitor
discharges and enforce the 15 mg/l oil and grease standard in subparagraph (ii)
of this paragraph as an effluent limit.
(4) The average oil and grease concentration
for any storm discharge event shall be determined from samples collected in
such manner and such location as to be representative of the actual
discharge.
(b)
Industrial wastewater discharges. Industrial wastewater discharges shall not
exceed the limits as prescribed in the U.S. Environmental Protection Agency's
promulgated effluent standards for the industrial category in
question.
(2)
Total dissolved solids shall not exceed 1,000 mg/l, or a concentration
established by the commission which is compatible with designated water uses
and stream quality objectives, and recognizes the need for reserve capacity to
serve future dischargers.
(e) Allocation of capacity. Where necessary
to meet the stream quality objectives, the waste assimilative capacity of the
receiving waters shall be allocated in accordance with the doctrine of
equitable apportionment.
(f)
Intermittent streams.
(1) Discharges to
intermittent streams may be permitted by the commission only if the applicant
can demonstrate that there is no reasonable economical alternative, the project
is environmentally acceptable, and would not violate the stream quality
objectives set forth in section
860.3(a)(1)(i) of
this Part.
(2) Discharges to
intermittent streams shall be adequately treated to protect stream uses, public
health and ground water quality, and prevent nuisance conditions.