Sec. 5.
(a) An
industrial wastewater treatment plant shall be classified into one (1) of five
(5) classifications based on the type of treatment provided, design population
equivalent, and the average daily flow according to the following:
(1) Class A-SO includes wastewater treatment
plants having one (1) or more of the following:
(A) Primary solids removal facilities, such
as:
(i) settling tanks;
(ii) settling ponds;
(iii) sand filters; or
(iv) screens; used only for removal of
settleable inorganic solids.
(B) Tanks, ponds, centrifuges, or other
facilities used to separate floatable oils and solids.
(C) pH adjustment.
Wastewater flow is not a limiting factor in the Class A-SO
classification of industrial wastewater treatment
plant.
(2) Class A
includes wastewater treatment plants having one (1) or more of the following:
(A) Secondary treatment facilities that treat
wastewater loads of less than two thousand (2,000) design population
equivalent, such as:
(i) waste stabilization
ponds whether anaerobic or aerobic;
(ii) trickling filter;
(iii) activated sludge-type treatment
plants;
(iv) aerated lagoons;
or
(v) other biological treatment
facilities.
(B) Spray,
broad, or ridge and furrow irrigation facilities that treat a wastewater flow
of less than two hundred thousand (200,000) gallons per day.
(3) Class B includes wastewater
treatment plants having one (1) or more of the following:
(A) Secondary treatment facilities that treat
wastewater loads equal to or greater than two thousand (2,000) design
population equivalent and less than ten thousand (10,000) design population
equivalent, such as:
(i) waste stabilization
ponds whether anaerobic or aerobic;
(ii) trickling filter;
(iii) activated sludge-type treatment
plants;
(iv) aerated lagoons;
or
(v) other biological treatment
facilities.
(B) Spray,
broad, or ridge and furrow irrigation facilities that treat a wastewater flow
equal to or greater than two hundred thousand (200,000) gallons per day and
less than one million (1,000,000) gallons per day.
(C) Chemical treatment facilities that
process or treat wastewater flow of less than fifty thousand (50,000) gallons
per day using one (1) of the following methods:
(i) Cyanide destruction.
(ii) Chromium reduction.
(iii) Coagulation and flocculation.
(iv) Air flotation.
(v) Air stripping.
(vi) Wet air oxidation.
(vii) Activated carbon filtration.
(viii) Membrane filtration.
(ix) Steam
stripping.
(4)
Class C includes wastewater treatment plants having one (1) or more of the
following:
(A) Secondary treatment facilities
that treat wastewater loads equal to or greater than ten thousand (10,000)
design population equivalent and less than forty thousand (40,000) design
population equivalent, such as:
(i) waste
stabilization ponds whether anaerobic or aerobic;
(ii) trickling filter;
(iii) activated sludge-type treatment
plants;
(iv) aerated lagoons;
or
(v) other biological treatment
facilities.
(B) Spray,
broad, or ridge and furrow irrigation facilities that treat a wastewater flow
equal to or greater than one million (1,000,000) gallons per day and less than
four million (4,000,000) gallons per day.
(C) Chemical treatment facilities that
process or treat wastewater flow equal to or greater than fifty thousand
(50,000) gallons per day and less than two hundred thousand (200,000) gallons
per day using one (1) of the following methods:
(i) Cyanide destruction.
(ii) Chromium reduction.
(iii) Coagulation and flocculation.
(iv) Air flotation.
(v) Air stripping.
(vi) Wet air oxidation.
(vii) Activated carbon filtration.
(viii) Membrane filtration.
(ix) Steam
stripping.
(5)
Class D includes wastewater treatment plants having one (1) or more of the
following:
(A) Secondary treatment facilities
that treat wastewater loads equal to or greater than forty thousand (40,000)
design population equivalent, such as:
(i)
waste stabilization ponds whether anaerobic or aerobic;
(ii) trickling filter;
(iii) activated sludge-type treatment
plants;
(iv) aerated lagoons;
or
(v) other biological treatment
facilities.
(B) Chemical
treatment facilities that process or treat a wastewater flow equal to or
greater than two hundred thousand (200,000) gallons per day using one (1) of
the following methods:
(i) Cyanide
destruction.
(ii) Chromium
reduction.
(iii) Coagulation and
flocculation.
(iv) Air
flotation.
(v) Air
stripping.
(vi) Wet air
oxidation.
(vii) Activated carbon
filtration.
(viii) Membrane
filtration.
(ix) Steam
stripping.
(C) Deep well
disposal systems, thermal evaporators, or incinerators used in conjunction with
liquid waste disposal.
(D) Two (2)
or more industrial wastewater treatment plants at one (1) industrial site if
each independent industrial wastewater treatment plant is classified as a Class
B or C wastewater treatment plant.
(E) An industry utilizing a highly complex
wastewater treatment method.
(b) If an industrial wastewater treatment
plant has more than one (1) treatment process despite having only one (1)
wastewater treatment plant, that industrial wastewater treatment plant shall be
classified into the classification of the most complex component of wastewater
treatment performed in relation to the following factors:
(1) Secondary treatment PE.
(2) Spray irrigation volume.
(3) Chemical treatment
volume.