Appendix — Modine Manufacturing Co. v. United States Environmental Protection Agency
Supreme Court brief1985
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85 i 3 332) ‘] Supreme Court, Us.
FiLED
No.
IN THE
Supreme Court of the Anited States
OCTOBER TERM, 1985
}
MODINE MANUFACTURING CO.,
Petitioner,
vz
U.S. ENVIRONMENTAL PROTECTION AGENCY,
Respondent.
APPENDICES TO THE PETITION FOR A WRIT OF
CERTIORARI TO THE UNITED STATES
COURT OF APPEALS FOR THE
THIRD CIRCUIT
RICHARD J. KISSEL
JEFFREY C. FORT
Counsel of Record
M. THERESE YASDICK
MARTIN, CRAIG, CHESTER &
SONNENSCHEIN
115 §. LA SALLE STREET
SUITE 2400
CHICAGO, IL 60603
(312) 368-9700
Counsel for Petitioner Modine
Manufacturing Co.
TABLE OF CONTENTS
JUDGMENT AND ORDER OF THE US.
COURT OF APPEALS FOR THE THIRD CIR-
CUIT IN MODINE MANUFACTURING CO. v.
U.S. ENVIRONMENTAL PROTECTION
AGENCY, CASE NO. 84-3382 (MAY 17, 1985) .
ENVIRONMENTAL PROTECTION AGEN-
CY’S FINAL RULE CONCERNING PRE-
TREATMENT STANDARDS FOR THE MET-
AL FINISHING POINT SOURCE CATEGORY
(40 C.F.R. PART 433) (48 FED. REG. 32462-
32488) (JULY 15, 1983) (PERTINENT PRO-
EEF vcicchachs en tiatceciniinneicdiaaplilitzaiiasctactecesreenticses
SECTION 301(b) OF THE CLEAN WATER
ACT, 33 USC §1311(b) (1976 & SUPP. V.
SECTION 304(b) OF THE CLEAN WATER
ACT, 33 USC § 1314(b) (1976 & SUPP. V.
SECTION 307(b) OF THE CLEAN WATER
ACT, 33 USC § 1317(b) (1976 & SUPP. V.
PAGE
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A-42
4-44
pt a SIE ORE OSA talon, Pcp ro A
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UNITED STATES COURT OF APPEALS
For the Third Circuit
No. 84-3382
MODINE MANUFACTURING COMPANY,
Petitioner
v.
WILLIAM D. RUCKELSHAUS, Administrator,
UNITED STATES
ENVIRONMENTAL PROTECTION AGENCY,
and UNITED STATES
ENVIRONMENTAL PROTECTION AGENCY
On Petition for Review of Final Rule of
United States Environmental Protection Agency
Argued May 14, 1985
Before: HUNTER AND SLOVITER, Circuit Judges,
and COHEN, District Judge*
[A.]
JUDGMENT ORDER
After consideration of all contentions raised by both
Parties, it is
ADJUDGED and ORDERED that the Petition for Re-
view of Final Rule of the United States Environmental Protec-
tion Agency be and is hereby denied.
* Hon. Mitchell H. Cohen, United States District Court for the
District of New Jersey, sitting by designation.
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Costs taxed against petitioner.
By the Court,
/s/ Dotores K. SLOVITER
Circuit Judge
Attest:
/s/ Betty J. ROBINSON
Deputy Clerk
Dated: May 17, 1985
Certified as a true copy and is-
sued in lieu of a formal mandate
on June 10, 1985.
Test:
Chief Deputy Clerk, U.S. Court
of Appeals for the Third Circuit
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[B.]
Federal Register, Vol. 48, No. 137
Friday, July 15, 1983
Rules and Regulations
Pp. 32462-32488
ENVIRONMENTAL PROTECTION AGENCY
40 CFR Parts 413 and 433
[OW-FRL-2383-7]
Electroplating and Metal Finishing Point Source Categories;
Effluent Limitations Guidelines, Pretreatment Standards,
and New Source Performance Standards
AGENCY: Environmental Protection Agency (EPA).
ACTION: Final rule.
SUMMARY: This regulation limits the pollutants that elec-
troplating/ metal finishing facilities may discharge to waters
of the United States or to publicly owned treatment works
(POTW). The Metal Finishing Regulations provide effluent
limitations based on “best practicable technology” and “‘best
available technology” and establish new source performance
standards and pretreatment standards under the Clean Water
Act. In addition, this rule amends the pretreatment stan-
dards for existing sources for the Electroplating Point Source
Category.
The preamble summarizes the legal authority, background,
technical and economic bases, and other aspects of the regu-
lation as well as a summary of comments on the proposed
regulation and on the record supporting the proposed regu-
lation. The abbreviations, acronyms, and other terms used in
the preamble are defined in Appendix A. (See
“Supplementary-Information” below for complete; table of
contents ).
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The final rule is supported by EPA’s technical conclusions
detailed in the Development Documeni for Effluent Limitations
Guidelines and Standards for ihe Metal Finishing Point Source
Category, June, 1983. The Agency’s economic analysis is found
in Economic Analysis of Effluent Standards and Limitations for
the Metal Finishing Industry, June 1983. Further supporting
materials are filed in the record supporting this rulemaking.
DATES: In accordance with 40 CFR 100.01 (45 FR 26048)
this regulation shall be considered issued for the purposes of
judical review at 1:00 p.m. Eastern time on July 29, 1983.
These regulations shall become effective August 29, 1983.
The compliance date for the BAT regulations is as soon as
possible, but no later than July 1, 1984.
The compliance date for New Source Performance Stan-
dards (NSPS) and Pretreatment Standards for New Sources
(PSNS) is the date the new source begins operations. The
compliance date for Metal Finishing Pretreatment Standards
for Existing Sources (PSES) is February 15, 1986 for metals
and cyanide. Metal Finishing PSES establishes two levels of
toxic organic control; the less stringent must be met by June 30,
1984 for most plants and by July 10, 1985 at plants also subject
to Part 420 (Iron and Steel); the more stringent must be met by
February 15, 1986. In addition, Electroplating PSES requires
toxic organic control by July 15, 1986.
Under Section 509(b)(1) of the Clean Water Act judicial
review of this regulation can be obtained only by filing a
petition for review in the United States Court of Appeals within
90 days after these regulations are considered issued for the
purposes of judicial review. Under Section 509(b)(2) of the
Clean Water Act, the requirements of the regulations may not
be challenged in later civil or criminal proceedings brought by
EPA to enforce these requirements.
aon —_ ws ae
ee ee
SO A ad se a ecligahas Stata Cea cine a hee he
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Reporting provisions in 40 CFR 413.03 and 433.12 will be
reviewed by OMB under the paperwork reduction act and are
not effective until approved.
* ~ * * *
I. Legal Authority
This regulation is being promulgated under the authority
of Sections 301, 304, 306, 307, 308, and 501 of the Clean Water
Act (the Federal Water Pollution Control Act Amendments of
1972, 33 U.S.C. 1251 er. seg., as amended by the Clean Water
Act of 1977, Pub.L. 95-217) (the “Act”) and as further
amended. This regulation is also being promulgated in re-
sponse to the Settlement Agreement in Natural Resources
Defense Council, Inc. v. Train, 8 ERC 2120 (D.D.C. 1976), as
modified, 12 ERC 1833 (D.D.C. 1979), modified by Order
dated October 26, 1982.
II. Background
C. Overview of the Industry
There are 13,500 plants in the electroplating/ metal finish-
ing industry. Many discharge wastewaters from several metal
finishing operations other than, and in addition to, elec-
troplating. Part 413 (electroplating) currently applies only to
flows from the six specified electroplating processes. These Part
433 (metal finishing regulations) will apply to those elec-
troplating streams and also to wastestreams from most other
metal finishing operations within the same plants. The Part 433
PSES will apply only to plants already covered by Part 413;
however Part 433 will often cover additional wastewater within
the same plants. Thus, the Part 433 limits on discharge of toxic
metals, toxic organics, and cyanide will apply to most facilities
in the electroplating/ metal finishing industry.
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The industry can be divided into the sectors indicated on
Table I. Facilities are either “captives” (those which in a
calendar year own more than 50% ( area basis) of the materials
undergoing metal finishing); or “job shops” (those which in a
calendar year do not own more than 50% (area basis) of
material undergoing metal finishing).
Captives can be further divided by two definitions: “in-
tegrated” plants are those which, prior to treatment, combine
electroplating waste streams with significant process waste
streams not covered by the electroplating category; “non-
integrated” facilities are those which have significant waste-
water discharges only from operations addressed by the elec-
troplating category. Many captives (50%) are “integrated”
facilities. Whereas captives often have a complex range of
operations, job shops usually perform fewer operations. In
theory job shops can be divided like captives; in actuality,
however, approximately 97% of all job shops in this industry
are “non-integrated”.
Finally, the entire industry can be divided into “direct”
and “indirect” dischargers. “‘Directs” discharge wastewaters to
waters of the United States and are subject to NPDES permits
incorporating BPT, BAT, and BCT limitations or NSPS. “In-
directs” discharge to POTWs and are subject to PSES or PSNS.
As discussed above, the electroplating/metal finishing in-
dustry is currently covered by Part 413 PSES for the Elec-
troplating Category promulgated on September 7, 1979, and
amended on January 28, 1981. The effect of today’s amend-
ments is to create a new category—Metal Finishing (Part —
433)—and to shift most electroplaters to it, replacing their
current PSES with new limits which apply uniformly to dis-
charges from their electroplating and other metal finishing
operations. This meets industry’s requests for equivalent limits
for process lines often found together and greatly reduces the
need to rely on the Combined Waste Stream Formula for
integrated metal finishing facilities. Direct discharger and new
i
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source requirements are also being issued as part of the metal
finishing regulations.
Indirect discharging job shop electroplaters and independ-
ent printed circuit board manufacturers, however, would be left
under the existing Part 413 PSES for Electroplating and are
exempted from Part 433. This is consistent with a 1980
Settlement Agreement in which the National Association of
Metal Finishers (NAMF), and the Institute for Interconnecting
and Packaging Electronic Circuits (IIPEC) agreed not to
challenge the Part 413 PSES in return for the 1981 amendments
and EPA’s commitment that the Agency did not intend to
develop signiiicantly more stringent standards for those plants
fox the next several years.
TABLE 1.—BREAKDOWN CF THE
ELECTROPLATING/ METAL FINISHING INDUSTRY
[ Number of plants per sector 13,470]
Job
shops
and Captive facilities ( 10,000 )
IPCBM'
(3,470) Nonintegrated Integrated
Indirect 3,061 job & 3,750 3,750
dischargers IPCBM noninte- integrated
(10,561). indirect. grated captive.
captive.
Direct 409 job & Ci diceieeaiceed (2).
dischargers IPCBM
(2,909). directs.
' Independent printed circuit board manufacturers.
22,500 captive directs.
The Metal Finishing Category covers plants which perform
one or more of the following six operations: electroplating,
electroless plating, anodizing, coating (phosphating, chromat-
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ing, and coloring), chemical etching and milling, or printed
circuit board manufacture. If a plant performs any of those six
operations then discharges from the 46 operations listed in
Appendix C are covered by these standards.
In some cases another industrial category may cover
wastewater discharges from a metal finishing operation. In
such cases the more specific standards of the other Part(s) will
apply to those wastewater streams which appear to be covered
by both regulations. For example, if a plant performs coating
operations in preparation for painting and also performs elec-
troless plating as part of a porcelain enameling process, then
these Part 433 standards would apply to discharges from the
coating operation; while Part 466 ( porcelain enameling) would
apply to discharges from the second operation.
The following regulations will take precedence over metal
finishing (Part 433) and electroplating (Part 413) when such
an overlap occurs:
Nonferrous metal smelting and refining (40 CFR Part
421)
Coil coating (40 CFR Part 465)
Porcelain enameling (40 CFR Part 466)
Battery manufacturing (40 CFR Part 461)
Iron and steel (40 CFR Part 420)
Metal casting foundries (40 CFR Part 464)
- Aluminum forming (40 CFR Part 467)
Copper forming (40 CFR Part 468)
eS "“~ Plastic molding and forming (40 CFR Part 463)
In addition, EPA is excluding from the metal finishing
(Part 433) regulation: (1) Metallic platemaking and gravure
cylinder preparation conducted within printing and publishing
facilities; and (2) existing source job shops and independent
printed circuit board manufacturers which introduce pollutants
into a publicly owned treatment works. As noted above, the
standards do not apply to facilities unless they perform at least
one of the following: electroplating, electroless plating, anodiz-
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ing, coating, chemical etching and milling, or printed circuit
board manufacture.
The most important pollutants of concern found in metal
finishing industry wastewaters are: (1) toxic metals (cadmium,
copper, chromium, nickel, lead, and zinc); (2) cyanide; (3)
toxic organics (lumped together as total toxic organics); and
(4) conventional pollutants (TSS and oil and grease). These
and other chemical constituents degrade water quality, endan-
ger aquatic life and human health, and in addition corrode
equipment, generate hazardous gas, and cause treatment plant
malfunctions and problems in disposing of sludges containing
toxic metals.
These plants manufacture a variety of products that are
constructed primarily of metals. The operations, which involve
materials that begin as raw stock (rods, bars, sheet, castings,
forgings, etc.), can include the most sophisticated surface
finishing technologies. These facilities include both captives
and job shops. They vary greatly in size, age, number of
employees, and number and type of operations performed.
They range from very small job shops with less than 10
employees to large facilities employing thousands of production
workers. Because of differences in size and processes, produc-
tion facilities are custom tailored to the individual plant. Some
complex products may require the choosing these pollutants
included the frequency of their occurrence in water, their
chemical stability and structure, the amount of the chemical
produced, and the availability of chemical standards for mea-
surement. ;
In addition to the original 129 toxic pollutants (of which
three are now considered nonconventional pollutants), EPA
checked for the presence, frequency, and concentration of
xylenes, alkyl epoxides, gold, fluoride, phosphorus, oil and
grease, TSS. pH, aluminum, barium, iridium, magnesium,
molybdenum, osmium, palladium, platinum, rhodium, ruthe-
nium, sodium, tin, titanium, vanadium, yttrium, and total
phenols.
A-10
The criteria used to select plants for sampling visits were:
(1) A large percentage of the plant’s effluent discharge should
result from the manufacturing processes listed in Appendix C;
(2) the physical layout of plant plumbing should facilitate
sampling of the wastewater type under study; (3) the plant
must have waste treatment in place; (4) the mix of plants
visited should contain discharges to both surface waters and
publicaly owned treatment works; and (5) the selected plants
should provide a representative geographical distribution to
avoid a data base that concentrates on a unique geographical
condition. EPA sampled 210 facilities to identify pollutants in
plant wastewaters. Before visiting a plant, EPA reviewed all
available data on manufacturing processes and waste treat-
ment. We selected representative points at which to sample the
raw wastewater entering the treatment systems and the final
treated effluents. Finally, we prepared, reviewed, and ap-
proved a detailed sampling plan showing the selected sample
points and the overall sampling procedure.
Based on this sampling plan, we then took samples at each
sample point for 1, 2 or 3 consecutive days. The samples were
divided into two analytical groups. Within each group the
samples were subjected to various analyses, depending on the
stability of the pollutants to be analyzed. The various levels of
analysis were conducted at: (1) Local laboratories, (2) EPA’s
Chicago laboratory, (3) contracted gas chromatography/mass
spectrometry (GC/MS) laboratories, and (4) the sampling’
contractor’s central laboratory. The sampling and analysis
methods are outlined in the Development Document.
The acquisition, preservation, and analysis of the water
samples followed the relevant methods set forth in 40 CFR 136.
Although the Agency has not promulgated analytical methods
for many organic toxic pollutants under Section 304(h) of the
Act, a number of these methods have been proposed for 40
CFR 136 (44 FR 69464, December 3, 1979; 44 FR 75028,
December 18, 1979).
—S eae.
» teal
_
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VI. Industry Subcategorization
In developing this regulation, the Agency considered
whether different effluent limitations and standards are appro-
priate for different segments of the metal finishing industry.
The Act requires EPA to consider a number of factors to
determine if subcategorization is needed. These factors include
raw materials, final products, manufacturing processes, geogra-
phical location, plant size and age, wastewater characteristics,
non-water-quality environmental impacts, treatment costs,
energy costs, and solid waste generation.
The metal finishing industry comprises 45 unit operations.
These processes generate wastewater that falls into five waste
groups, each requiring different treatment to reduce the dis-
charge of pollutants. The five groups are metals, cyanide,
hexavalent chromium, oils, and solvents, with significant toxic
organics pollutants potentially present in the last two.
These wastes occur in a wide variety of combinations.
Throughout the industry, however the wastestreams are alike in
one critical sense; they all respond similarly to the treatment
system which is already most widely used in the industry. That
system was selected as EPA’s model technology. Its major
components, i.e., precipitation and clarification, are used for all
waste streams. After isolated treatment of hexavalent chro-
mium, cyanide, and oil and grease, pollutants in these waste
Streams are further reduced by passage through the
precipitation-clarification system which is also used for metal-
bearing wastes.
The Agency has determined that the Metal Finishing Point
Source Category need not be subcategorized for regulation. A
set of concentration based limitations, based on the perform-
ance capabilities of the model technology, can be applied to all
metal finishing process effluents.
EPA has, however decided to exempt indirect discharging
job shops and independent printed circuit board manufacturers
A: .2
from the Part 433 PSES. This has an effect similar to placing
them in a separate subcategory. As noted above, this is
consistent with the 1980 Settlement Agreement in which the
National Association of Metal Finishers promised to withdraw
its legal challenge to those Part 413 PSES if EPA did not, for
the next several years, make them significantly more stringent.
The Agency considered, but decided against production
based standard. With the wide range of operations, product
quality requirements, existing process configurations, and diffi-
culties in measuring production, no consistent production
normalizing relationship could be found. Concentration based
limits, however, can be consistently attained throughout the
industry.
VII. Available Wastewater Control and Treatment Technology
A. Status of In-Place Technology
Installed control and creatment technologies in the metal
finishing industry generally consist of sc ae form of alkaline
precipitation and clarification installed at “end-of-pipe” to
remove metals. When cyanide or hexavalent chromium wastes
are present, these wastewaters are generally segregated and
treated upstream
B. Control Treatment Options
We examined the following control treatment options:
Option 1: Precipitation and clarification. Stream segrega-
tion for cyanide, hexavalent chromium and concentrated oily
wastes followed by cyanide destruction, chromium reduction
and emulsion breaking skimming as necessary. Solvent waste
segregation and removal by hauling.
Option 2: Option | plus filtration.
Option 3: Option | plus in-plant control for cadmium.
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VIII. General Criteria for Effluent Limitations
A. BPT Effiuent Limitations
The factors considered in defining best practicable control
technolgy currently available (BPT) include: (1) The total cost
of applying the technology relative to the effluent reductions
that result, (2) the age of equipment and facilities involved,
(3) the processes used, (4) engineering aspects of the control
technology, (5) process changes, (6) non-water-quality
environmental impacts (including energy requirements), (7)
and other factors, as the Administrator considers appropriate.
In general, the BPT level represents the average of the best
existing performances of plants within the industry of various
ages, sizes, processes, or other common characteristics. When
existing performance is uniformly inadequate, BPT may be
transferred from a different subcategory or category. BPT
focuses on end-of-pipe treatment rather than process changes or
internal controls, except when these technologies are common
industry practice.
The cost/benefit inquiry for BPT is a limited balancing of
costs versus benefits, committed to EPA’s discretion, which does
not require the Agency to quantify benefits in monetary terms.
See e.g., American Iron and Steel Institute v. EPA, 528 F. 2d
1027 (3rd Cir. 1975). In balancing costs against the benefits of
effluent reduction, EPA considers the volume and nature of
existing discharges, the volume and nature of discharges ex-
pected after application of BPT, the general environmental
effects of the pollutants, and the cost and economic impacts of
the required level of pollution control. The Act does not require
or permit consideration of water quality problems attributable
to particular point sources, or water quality improvements in
particular bodies of water. Therefore, EPA has not considered
these factors. Sce Weyerhaeuser Company v. Costle, 590 F. 2d
1011 (D.C. Cir. 1978).
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B. BAT Effiuent Limitations
The factors considered in defining best available tech-
nology economically achievable (BAT) include the age of the
equipment and facilities involved, the processes used, engineer-
ing aspects of the control technology, process changes, non-
water-quality environmental impacts (including energy require-
ments), and the costs of applying such technology (Section
304(b)(2)(B)). The BAT level represents the best economi-
cally achievable performance of plants of various ages, sizes,
processes, or other shared characteristics. As with BPT,
uniformly inadequate performance within a category or
subcategory may require transfer of BAT from a different
subcategory or category. Unlike BPT, however, BAT may
include process changes or internal controls, even when these
technologies are not common industry practice.
The statutory assessment of BAT “considers” costs, but
does not require a balancing of costs against effluent reduction
benefits (see Weyerhaeuser v. Costle, supra). In developing
BAT, however, EPA has given substantial weight to the reason-
ableness of costs. The Agency has considered the volume and
nature of discharges, the volume and nature of discharges
expected after application of BAT, the general environmental
effects of the pollutants, and the costs and economic impacts of
the required pollution control levels.
Despite this expanded consideration of costs, the primary
factor for determining BAT is the effluent reduction capability
of the control technology. The Clean Water Act of 1977,
establishes the achievement of BAT as the principal national
means of controlling toxic water pollution from direct dis-
charging plants.
C. BCT Effluent Limitations
The 1977 amendments added Section 301(b)(2)(E) to
the Act, establishing “best conventional pollutant control tech-
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nology” (BCT) for discharges of conventional pollutants from
existing industrial point sources. Section 304(B)(4) specified
the following as conventional pollutants: BOD, TSS, fecal
coliform, and pH. The Administrator designated oil and grease
as “conventional” on July 30, 1979, 44 FR 44501.
BCT is not an additional limitation but replaces BAT for
the control of conventional pollutants. In addition to other
factors specified in section 304(b)(4)(B), the Act requires that
BCT limitations be assessed in light of a two part “cost-
reasonableness” test. American Paper Institute v. EPA, 660 F.
2d 954 (4th Cir. 1981). The first test compares the cost for
private industry to reduce its conventional pollutants with the
costs to publicly owned treatment works for similar levels of
reduction in their discharge of these pollutants. The second test
examines the cost-effectiveness of additional industrial treat-
ment beyond BPT. EPA must find that limitations are “‘reason-
able” under both tests before establishing them as BCT. In no
vsse may BCT be less stringent than BPT.
EPA published its methodology for carrying out the BCT
analysis on August 29, 1979, (44 FR 50732). In the case
mentioned above, the Court of Appeals ordered EPA to correct
data errors underlying EPA’s calculation of the first test, and to
apply the second cost test. (EPA had argued that a second cost
test was not required).
BCT limitations for this industry were proposed on Octo-
ber 29, 1982 (47 FR 49176). They were accompanied by a
proposed methodology for the general development of BCT
limitations. BCT limits for this industry will be promulgated
with, or soon after, the promulgation of the final methodology
for BCT development. At that time EPA will respond to
relevant comments filed in either that rulemaking or in this one.
D. New Source Performance Standards
The basis for new source performance standards (NSPS)
under Section 306 of the Act is the best available demonstrated
A-16
technology. New plants have the opportunity to design the best
and most efficient metal finishing processes and wastewater
treatment technologies. Therefore, Congress directed EPA to
consider the best demonstrated process changes, in-plant con-
trols, and end-of-pipe treatment technologies that reduce pollu-
tion to the maximum extent feasible.
E. Pretreatment Standards for Existing Sources
Section 307(b) of the Act requires EPA to promulgate
pretreatment standards for existing sources (PSES), which
industry must achieve within three years of promulgation.
PSES are designed to prevent the discharge of pollutants which
pass through, interfere with, or are otherwise incompatible with
the operation of POTW’s.
The legislative history of the 1977 Act indicates that
pretreatment standards are to be technology-based, analogous
to the best available technology for removal of toxic pollutants.
The General Pretreatment Regulations which serve as the
framework for the final metal finishing pretreatment standards
are in 40 CFR Part 403, 46 FR 9404 (January 28, 1981).
EPA has generally determined that there is pass through of
pollutants if the percent of pollutants removed by a well-
operated POTW achieving secondary treatment is less than the
percent removal by the BAT model treatment system. A study
of 40 well-operated POTW’s with biological treatment and
meeting secondary treatment criteria showed that regulated
metals are typically removed at rates varying from 20 to 70%.
POTWs with only primary treatment have even lower rates of
removal. In contrast, BAT level treatment by metal finishing
industrial facilities can achieve removals of approximately 97%
or more. Thus it is evident that metals from this industry do
pass through POTW’s. As for toxic organics, data from the
same POTWs illustrate a wide range of removal, from 0 to
greater than 99%. Overall POTW’s have removal rates of toxic
organics which are less effective than the metal finishing TTO
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technology basis of no dumping of toxic organic wastes. The
POTW’s effluent discharge of specific toxic pollutants ranged
from 0 to 4.3 milligrams/liter. Many of the pollutants present
in metal finishing wastes, at sufficiently high concentrations, can
inhibit biodegradation in POTW operations. In addition, a
high concentration of toxic pollutants in the sludge can limit
POTW use of sludge management alternatives, including the
beneficial use of sludges on agricultural lands.
Section 307 of the Clean Water Act provides that POTW’s
may grant credit to indirect dischargers, based on the degree of
removal actually achieved at the POTW. EPA has General
Pretreatment Regulations regulating POTW’s authority to grant
such credits.
A Federal Register notice of September 28, 1982 ex-
plained EPA’s latest data and proposed national removal
credits for well operated POTW’s achieving the national secon-
dary treatment limits. See 47 FR 42698. That proposal is not
being relied on in this rulemaking; however if such credits are
available the costs of today’s standards could be substantially
reduced.
F. Pretreatment Standards for New Sources
Section 307(c) of the Act requires EPA to promulgate
pretreatment standards for new sources (PSNS) at the same
time that it promulgates NSPS. These standards are intended
to prevent the discharge of pollutants which pass through,
interfere with, or are otherwise incompatible with a POTW.
New indirect dischargers, like new direct dischargers, have the
opportunity to incorporate the best available demonstrated
technologies—including process changes, in-plant controls, and
end-of-pipe treatment technologies—and to select plant sites
that ensure the treatment system can be adequately installed.
Therefore, the Agency sets PSNS after considering the same
criteria considered for NSPS. PSNS will have effluent reduc-
tion benefits similar to NSPS.
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IX. Summary of Final Regulations
In the electroplating/metal finishing industry, the pollh
tants of concern are cadmium, chromium, copper, lead, nicke
silver, zinc, cyanide, toxic organics, TSS, oil and grease, an
pH. The treatment option selected for each effluent limitatio:
pretreatment standard and new source performance standard
based on the criteria specified in the Clean Water Act. Th
technologies are discussed in more detail in the Developme:
Document for this rulemaking.
A. Part 433
The pollutants being regulated under BPT limitations a1
cadmium, copper, chromium, nickel, !ead, silver, zinc, tot:
cyanide, TSS, oil and grease and pH. Total toxic organi
(TTO) is also being regulated. Compliance with the TTO lim
basically involves not dumping concentrated toxic organ
wastes, e.g., solvent degreasers and paint strippers. Othe
sources are generally small, infrequent, and of low concentr:
tions.
For BPT, EPA is setting limits achievable by technolog
based on precipitation and clarification for all metal finishin
effluents. In addition, for cyanide or hexavalent chromium th
technology basis incorporates techniques to destroy cyanide an
reduce hexavalent chromium to its trivalent state. The:
effluent limitations reflect the average of the best existin
control technologies widely used in the industry and remov
approximately 97.6 percent of the raw waste of toxic metals an
cyanide, and 99 percent of the toxic organics discharged. Th
technology is consistent with that used as a basis for PSES fc
the electroplating industry (January 28, 1981, 40 FR 9462) an
the March 28, 1974, suspended, BPT limitations. The limit:
tions are derived in the manner discussed in the followin
section. They are generally more stringent than those found i
currently effective electroplating pretreatment regulations, b:
cause EPA is now using a revised and updated data base.
A-19
For BAT, EPA is establishing limitations for the toxic
pollutants and at a level equivalent to BPT. The Agency
seriously considered setting BAT and BAT-level PSES limita-
tions based on BPT level technology plus filtration. Filtration
would have led to an additional capital cost of almost $1.2
billion. In light of the statutory mandate to consider cost in
setting BAT, EPA decided to reject the filtration option,
because of its very high aggregate cost on a nationwide basis.
We did not select in-plant cadmium control because it can
require significant re-engineering of process water flow and of
product and equipment handling, on a plant-by-plant basis.
The changes vary widely and in many cases could be difficult
for existing plants to apply. The compliance date for BAT is no
later than July 1, 1984, the maximum time allowed by the Act.
For NSPS, EPA is establishing limitations based on
BPT/BAT technology plus in-plant control of cadmium. This
additional control takes advantage of a new plant’s ability to
achieve effluent reductions of 69% beyond BAT cadmium
levels. The pollutants regulated under NSPS are the same as
those regulated under BPT limitations.
For PSES in the Metal Finishing Category, limitations are
based on technology equivalent to BAT and BPT. The
pollutants regulated under this PSES are the same as the toxic
pollutants regulated under BPT (BAT) limitations. A study of
40 well-operated POTWs with biological treatment and meet-
ing secondary treatment criteria showed that regulated metals
and cyanide are typically removed at rates varying from 20 to
70%. POTWs with primary treatment have even lower rates of
removal. In contrast, metal finishing PSES-level treatment can
achieve removals of approximately 97%. Thus it is evident that
metals and cyanide from this industry do pass through POT Ws.
As for toxic organics, data from the same POTWs illustrates a
wide range of removal, from 0% to greater than 99%. Overall
POTWs have removal rates of toxic organics which are less
effective than the metal finishing TTO technology basis of no
A-20
dumping of toxic organic wastes. The POTWs effluent dis-
charge of specific toxic pollutants ranged from 0 to 4.3 mg/1.
Many of the pollutants present in metal finishing wastes at
sufficiently high concentrations can inhibit biodegradation in
POTW operations. In addition, a high concentration of toxic
pollutants in the sludge can limit POTW use of sludge manage-
ment alternatives, including the beneficial use of sludges on
agricultural lands.
The compliance date for the metal finishing PSES is
February 15, 1986 for metals, cyanide, and TTO. Agency
analysis indicates that facilities can plan, design, and install the
necessary equipment in 3i months, which will be allowed by
the specified compliance date. There is also a June 30, 1984
compliance date for an interim toxic organic limit, which can be
met by in-house management and handling controls.
For PSNS, limitations are based on technology equivalent
to NSPS. The pollutants regulated under PSNS are the same as
the toxics regulated under NSPS. As with PSES, these pollu-
tants are necessary for control in PSNS to prevent pass through,
interference, and sludge contamination.
« * * * *
XVII. Variances and Modifications
Federal and State NPDES permits to direct dischargers
must enforce these effluent standards. The pretreatment limita-
tions apply directly to indirect dischargers.
The only exception to the BPT effluent limitations is EPA’s
“fundamentally different factors” variance. See E. I. duPont de
Nemours and Co. v. Train, supra; Weyerhaeuser Co. v. Costle,
supra. This variance recognizes characteristics of a particular
discharger in the category regulated that are fundamentally
different from the characteristics considered in this rulemaking.
Although this variance clause was set forth in EPA’s 1973-1976
industry regulations, it need not be included in this regulation.
See 40 CFR Part 125.30.
A-21
Dischargers subject to the BAT limitations are also eligible
for EPA’s “fundamentally different factors” variance. BAT
limitations for nonconventional pollutants may be modified
under Sections 301(c) and 301(g) of the Act. These statutory
modifications do not apply to toxic or conventional pollutants.
According to Section 301(j)(1)(B), applications for these
modifications must be filed within 270 days after promulgation
of final effluent limitations and standards. See 43 FR 40859
(Sept. 13, 1978). These Part 413 and Part 433 regulations do
not regulate any non-conventional, non-toxic, pollutants. If any
of the regulated pollutants are declared non-toxic, and non-
conventional in the future, then dischargers may seek 301(c) or
301(g) modifications.
Indirect dischargers subject to PSES are eligible for the
“fundamentally different factors” variance and for credits for
toxic pollutants removed by POTW. See 40 CFR 403.7;
403.13; 46 FR 9404 (January 28, 1981). Indirect dischargers
subject to PSNS are only eligible for the credits provided for in
40 CFR 403.7. New sources subject to NSPS are not eligible
for EPA’s “fundamentally different factors” variance or any
statutory or reguiatory modifications. See E. J. duPont de
Nemours v. Train, supra.
XVIII. Implementation of Limitations and Standards
* * * « *
B. Indirect Dischargers
For indirect dischargers, PSES and PSNS are implemented
under National Pretreatment Program procedures outlined in
40 CFR Part 403. The table below may be of assistance in
resolving questions about the operation of that program. A
brief explanation of some of the submissions indicated on the
table follows:
A “request for category determination request” is a written
request, submitted by an indirect discharger or its POTW, for a
A-22
certification on whether the indirect discharger falls within
particular subcategory listed in a categorical pretreatment star
dard. This assists the indirect discharger in knowing just whic
PSES or PSNS limits it will be required to meet. See 40 CF
403.6(a).
A “request for fundamentally different factors variance”
a mechanism by which a categorical pretreatment standar
may be adjusted, making it more or less stringent, on a case-b:
case basis. If an indirect discharger, a POTW, or any intereste
person believes that factors relating to specific indirect di:
charger are fundamentally different from those factors consic
ered during development of the relevant categorical pr
treatment standard and that the existence of those facto:
justifies a different discharge limit from that specified in th
categorical standard, then they may submit a request to EP.
for such a variance. See 40 CFR 403.13.
A “baseline monitoring report” is the first report a
indirect discharger must file following promulgation of a star
dard applicable to it. The baseline report includes: an i
dentification of the indirect discharger; a description of i
operations; a report on the flows of regulated streams and th
results of sampling analyses to determine levels of regulate
pollutants in those streams; a statement of the discharger
compliance or noncompliance with the standard; and a descriy
tion of any additional steps required to achieve complianc
See 40 CFR 403.12(b) ‘
A “report on compliance” is required of each indire
discharger within 90 days following the date for complianc
with an applicable categorical pretreatment standard. Th
report must indicate the nature and concentration of all regi
lated pollutants in the facility’s regulated process wastestream
the average and maximum daily flows of the regulated stream
and a statement of whether compliance is consistently beir
achieved, and if not, what additional operation and maint
nance and/or pretreatment is necessary to achieve complianc
See 40 CFR 403.12(d)
A-23
A “periodic compliance report” is a report on continuing
compliance with all applicable categorical pretreatment stan-
dards. It is submitted twice per year (June and December) by
indirect dischargers subject to the standards. The report shall
indicate the precise nature and concentrations of the regulated
pollutants in its discharge to the POTW; the average and
maximum daily flow rates of the facility; the methods used by
the indirect discharger to sample and analyze the data, and a
certification that these methods conformed to those methods
outlined in the regulations. See 40 CFR 403.12(e)
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A-25
i C. Applicability and Compliance Dates
In the electroplating/metal finishing industry some facil-
vities are subject to the Electroplating Category (Part 413)
and/or the Metal Finishing Category (Part 433). Table 3
below illustrates which of the regulations are applicable to the
4 various types of facilities. Facilities are subject only to Part 433
+ (metal finishing) for BPT, BAT, NSPS, and PSNS. For PSES,
“facilities generally fall within the applicability of both Parts,
although, for each pollutant, only one Part will apply at a given
itime. There are two exceptions: (1) Existing indirect dis-
‘charging job shops and IPCBMs have been exempted from the
Part 433 Metal Finishing PSES, and (2) metal finishing
wastewaters at iron and steel mills are exempted from the Part
4413 Electroplating PSES.
TABLE 3.—APPLICABILITY
Metal
finishing at
iron and
Job shops} IPCBM | Captives} steel mills'
PSES:
Electroplating ( Part 413)....... ee etre: aN
= Metal Finishing (Part 433) 000.) 0... | cesseeeee _ ane ) ee
BPT, BAT, NSPS, PSNS:
Metal Finishing....................... ES Recs a
' Electroplating process wastewater at iron and steel mills was
xcluded from the Electroplating PSES by 40 CFR 413.Q1. Flows
om the metal finishing processes at those plants are covered by 40
FR 433.
The compliance dates for the two categories are presented
Table 4. BPT, BAT, PSNS, and NSPS compliance dates are
Specified by the Clean Water Act. The compliance dates for
lectroplating PSES were set in the Federal Register on
£
A-26
September 28, 1982. See 47 FR 42698. Today’s regulation
allows facilities 3 years to comply with the Electroplating PSES
for toxic organics consistent with the Settlement Agreement
with NAMF. For metal finishing, the Agency is allowing 31
months for compliance with all parameters. In addition an
interim TTO limit has been established for compliance by June
30, 1984; except for metal finishing wastewaters from plants
which are also subject to Part 420 (iron and steel), which must
comply by July 10, 1985. This last exception is pursuant to a
settlement agreement with the steel industry in which EPA
agreed that pretreatment requirements would apply tc steel
discharges in July 1985. It is possible that control of TTO in
metal finishing waste streams could, in some cases, leaci steel
facilities to install treatment technology on the discharge from
their steel processes. Therefore, EPA has decided to allow
plants covered by Part 420 until June, 1985 to comply with the
TTO limit.
A-27
TABLE 4.—COMPLIANCE DATES
Regulation Compliance date
Electroplating PSES for ............... April 27, 1984 (for nonintegrated
plants ).
Metals aad Cyanide (Part 413)...| June 30, 1984 (for integrated
plants).
Electroplating PSES (Part 413) | July 15, 1986.
for TTO2
Metal Finishing BPT ( Part 433). | As soon as possible.
Metal Finishing BAT. .................. July 1, 1984.
Metal Finishing PSES for TTO' | June 30, 1984 (except for plants
covered by Part 420); July 10,
1985 (for plants covered by
Part 420).
Metal Finishing PSES for Metals, | February 15, 1986.
Cyande and TTO2
Metal Finishing NSPS and
PSNS. From commencement of dis-
charge.
' For these facilities the first TTO limit is based on management
practices only.
2 Thus TTO limit is based on management practices followed by
percipitation/clarification.
D. Enforcement
A final topic of concern is the operation of EPA’s enforce-
= ment program. This was an important consideration in devel-
oping this regulation. EPA deliberately sought to avoid
standards which would be exceeded by routine fluctuations of
well-designed and operated treatment systems. These stan-
dards were developed so as to represent limits which such a
plant would meet approximately 99% of the time.
The Clean Water Act is a strict liability statute. EPA
emphasizes, however, that it can exercise discretion in deciding
to initiate enforcement proceedings ( Sierra Club v. Train, 557
A-28
F. 2d 485, 5th Cir., 1977). EPA has exercised, and intends 1
exercise, that discretion in a manner that recognizes an
promotes good-faith compliance.
* * ~ x *
PART 433—METAL FINISHING POINT SOURCE
CATEGORY
Subpart A—Metal Finishing Subcategory
Sec.
433.10 Applicability; description of the metal finishing poir
source category.
433.11 Specialized definitions.
- 433.12 Monitoring requirements.
433.13 Effluent limitations representing the degree <
effluent reduction attainable by applying the be:
practicable control technology currently availabl
(BPT).
433.14 Effluent limitations representing the degree <
effluent reduction attainable by applying the be:
available technology economically achievabl
(BAT).
433.15 Pretreatment standards for existing sources (PSES)
433.16 | New source performance standards (NSPS).
433.17 Pretreatment standards for new sources (PSD 5).
433.18 [Reserved]
Authority: Sec. 301, 304(b), (c), (e), and (g), 306(b
and (c), 307(b) and (c), 308 and 501 of the Clean Water A:
(the Federal Water Pollution Control Act Amendments <
1971, as amended by the Clean Water Act of 1977) (th
“Act”); 33 U.S.C. 1311, 1314(b) (c), (e), and (g), 1316(b
and (c), 1317(b) and (c), 1318 and 1361; 86 Stat.816, Pub. I
92-500; 91 Stat. 1567, Pub. L. 95-217.
A-29
Subpart A— Metal Finishing
Subcategory
4 § 433.10 Applicability; description of the metal finishing point
source category.
(a) Except as noted in paragraphs (b) and (c), of this
section, the provisions of this subpart apply to plants which
perform any of the following six metal finishing operations on
apy basis material; Electroplating, Electroless Plating, Anodiz-
7% ing, Coating (chromating, phosphating, and coloring), Chem-
ical Etching and Milling, and Printed Circuit Board Manufac-
ture. If any of those six operations are present, then this part
applies to discharges from those operations and also to dis-
charges from any of the following 40 process operations:
| Cleaning, Machining, Grinding, Polishing, Tumbling, Burnish-
ing, Impact Deformation, Pressure Deformation, Shearing,
* Heat Treating, Thermal Cutting, Welding, Brazing, Soldering,
Flame Spraying, Sand Blasting, Other Abrasive Jet Machining,
Electric Discharge Machining, Electrochemical Machining,
Electron Beam Machining, Laser Beam Machining, Plasma Arc
Machining, Ultrasonic Machining, Sintering, Laminating, Hot
Dip Coating, Sputtering, Vapor Plating, Thermal Infusion, Salt
+ Bath Descaling, Solvent Degreasing, Paint Stripping, Painting,
Electrostatic Painting, Electropainting, Vacuum Metalizing, As-
4 sembly, Calibration, Testing, and Mechanical Plating.
(b) In some cases effluent limitations and standards for the
following industrial categories may be effective and applicable
+ to wastewater discharges from the metal finishing operations
} listed above. In such cases these Part 433 limits shall not apply
and the following regulations shall apply:
Nonferrous metal smelting and refining (40 CFR Part
421)
Coil coating (40 CFR Part 465)
Porcelain enameling (40 CFR Part 466)
Battery manufacturing (40 CFR Part 461)
A-30
Iron and steel (40 CFR Part 420)
Metal casting foundries (40 CFR Part 464)
Aluminum forming (40 CFR Part 467)
Copper forming (40 CFR Part 468)
Plastic molding and forming (40 CFR Part 463)
(c) This Part does not apply to: (1) Metallic platemaking
and gravure cylinder preparation conducted within printing and
publishing facilities; and (2) existing indirect discharging job
shops and independent printed circuit board manufacturers
which are covered by 40 CFR Part 413.)
§ 433.11 Specialized definitions.
The definitions set forth in 40 CFR and the chemical
analysis methods set forth in 40 CFR 136 are both incorporated
herein by reference. In addition, the following definitions apply
to this part:
(a) The term “T”, as in “Cyanide, T”, shall mean total.
(b) The term “A”, as in “Cyanide A”, shall mean
amenable to alkaline Chlorination.
(c) The term “job shop” shall mean a facility which owns
not more than 50% (annual area basis) of the materials
undergoing metal finishing.
(d) The term “independeut” printed circuit board manu-
facturer shall mean a facility which manufacturers printed
circuit boards principally for sale to other companies.
(e) The term “TTO” shall mean total toxic organics, which
is the summation of all quantifiable values greater than .01
milligrams per liter for the following toxic organics:
Acenaphthene
Acrolein
Acrylonitrile
Benzene
Benzidine
A-31
Carbon tetrachloride (tetrachloromethane )
Chlorobenzene
1,2,4-trichlorobenzene
Hexachlorobenzene
1,2-dichloroethane
1,1, 1-trichloroethane
Hexachloroethane
1.1-dichloroethane
1,1,2-trichloroethane
1,1,2,2,-tetrachloroethane
Chloroethane
Bis (2-chloroethyl) ether
2-chloroethyl vinyl ether ( mixed )
2-chloronaphthalene
2,4,6-trichlorophenol
Parachlorometa cresol
Chloroform (trichloromethane )
2-chlorophenol
1,2-dichlorobenzene
1,3-dichlorobenzene
1,4-dichlorobenzene
N-nitrosodi-n-propylamine
Pentachlorophenol
Phenol
Bis (2 ethylhexyl) phthalate
Butyl benzyl phthalate
Di-n-butyl phthalate
Di-n-octyl phthalate
Diethyl phthalate
Dimethyl phthalate
1,2-benzanthracene
( benzo( a )anthracene )
Benzo(a)pyrene (3,4-benzopyrene )
3,4-Benzofluoranthene ( benzo( b )fluoranthene )
11.12-benzofiuoranthene
( benzo( k)fluoranthene )
A-32
Chrysene
Acenaphthylene
Anthracene
1,12-benzoperylene (benzo( ghi)perylene )
Fluorene
Phenanthrene
1,2,5,6-dibenzanthracene
( dibenzo(a.h)anthracene
Indeno( 1,2,3-cd ) pyrene( 2,3-0-phenlene
pyrene )
Pyrene
Tetrachloroethylene
Toluene
Trichloroethylene
Vinyl chloride (chloroethylene )
3,3-dichlorobenzidine
1,1-dichloroethylene
1,2-trans-dichloroethylene
2,4-dichlorophenol
1,2-dichloropropane ( 1,3-dichloropropene )
2,4-dimethylphenol
2,4-dinitrotoluene
2,6-dinitrotoluene
1,2-diphenylhydrazine
Ethylbenzene
Fluoranthene
4-chlorophenyl phenyl ether
4-bromopheny! phenyl ether
Bis(2-chloroisopropyl) ether
Bis(2-chloroethoxy) methane
Methylene chloride (dichloromethane )
Methyl chloride (chloromethane )
Methyl bromide ( bromomethane )
Bromoform (tribromomethane )
Dichlorobromomethane
Chlorsdibromomethane
A-33
Hexachlorobutadiene
Hexachlorocyclopentadiene
Isophorone
Naphthalene
Nitrobenzene
2-nitrophenol
4-nitrophenol
2,4-dinitrophenol
4,6-dinitro-o-cresol
N-nitrosodimethylamine
N-nitrosodimethylamine
Aldrin
Dieldrin
Chlordane (technical mixture and metabolites )
4,4-DDT
4,4-DDE (p,p.-DDX)
4,4-DDD (p,p-TDE)
Alpha-endosulfan
Beta-endosulfan
Endosulfan sulfate
Endrin
Endrin aldehyde
Heptachlor
Heptachlor epoxide (BHC-hexachlorocyclohexane )
Alpha-BHC
Beta-BHC
Gamma -BHC
Delta-BHC
(PCB-polychlorinated biphenyls )
PCB-1242 (Arochlor 1242)
PCB-1254 ( Arochlor 1254)
PCB-1221 (Arochlor 1221 )
PCB-1232 (Arochlor 1232)
PCB-1248( Arochlor 1248)
PCB-1260 (Arochlor 1260)
PCB-1016 (Arochior 1016)
A-34
“ Toxaphene
2,3,7,8-tetrachlorodibenzo-p-dioxin (TCDD)
§ 433.12 Monitoring requirements.
(a) In lieu of requiring monitoring for TTO, the permitting
authority (or, in the case of indirect dischargers, the control
authority) may allow dischargers to make the following certifi-
cation statement: “Based on my inquiry of the person or
persons directly responsible for managing compliance with the
permit limitation [or pretreatment standard] for total toxic
organics (TTO), I certify that, to the best of my knowledge and
belief, no dumping of concentrated toxic organics into the
wastewaters has occurred since filing of the last discharge
monitoring report. I further certify that this facility is
implementing the solvent management plan submitted to the
permitting [or control] authority.” For direct dischargers, this
statement is to be included as a “comment” on the Discharge
Monitoring Report required by 40 CFR 122.44(i), formerly 40
CFR 122.62(i). For indirect dischargers, the statement is to be
included as a comment to the periodic reports required by 40
CFR 403.12(e). If monitoring is necessary to measure com-
pliance with the TTO standard, the industrial discharger need
analyse for only those pollutants which would reasonably be
expected to be present.
(b) In requesting the certification alternative, a discharger
shall submit a solvent management plan that specifies to the
satisfaction of the permitting authority (or, in the case of
indirect dischargers, the control authority) the toxic organic
compounds used; the method of disposal used instead of
dumping, such as reclamation, contract hauling, or incineration;
and procedures for ensuring that toxic organics do not routinely
spill or leak into the wastewater. For direct dischargers, the
permitting authority shall incorporate the plan as a provision of
the permit.
A-35
(c) Self-monitoring for cyanide must be conducted after
cyanide treatment and befor dilution with other streams. Alter-
natively, samples may be taken of the final effluent, if the plant
limitations are adjusted based on the dilution ratio of the
cyanide waste stream flow to the effluent flow.
§ 433.13 Effluent limitations representing the degree of
effluent reduction attainable by applying the best
practicable control technology currently available
(BPT).
(a) Except as provided in 40 CFR 125.30-32, any existing
point source subject to this subpart must achieve the following
effluent limitations representing the degree of effluent reduction
attainable by applying the best practicable control technology
currently available (BPT):
BPT EFFLUENT LIMITATIONS
Monthly
average
Maximum for shall not
Pollutant or pollutant property any | day exceed
Milligrams per liter ( mg/1)
I Te recta cece nat cried recites : 0.69 0.26
id yg BRIS Re 2.77 1.71
RINE WF chsthbicsccscanciepsdncsdbsbdiecdocscecstes! 3.38 2.07
irene cee daincnasia cgnsiontcconneail 0.69 0.43
RERUN NER 3.98 2.38
SIDA icciiecucainhd wictinediivmectananion 0.43 0.24
IIT Tlilaininistessinanieasigunnnnsiainaatasilioaienal 2.61 1.48
a a 1.20 0.65
Se GET ET O mae
Bt ee ES LALIT LS net 52 26
Me TsiAicditiiiie lin clieniaicuisielsididhssphniulssibakeiondinnigtaial 60 31
I iceckeie ace ac elshlinlschisnned (1) (1)
1 Within 6.0 to 9.0.
A-36
(b) Alternatively, for industrial facilities with cyanide
treatment, and upon agreement between a source subject to
those limits and the pollution control authority, the following
amenable cyanide limit may apply in place of the total cyanide
limit specified in paragraph (a) of this section:
Monthly
average
Maximum for shall not
Pollutant or pollutant property any | day exceed
Milligrams per liter (mg/l)
IIE € ANF scctuapchnneescsgginidctaiicnnainaaan 0.86 0.32
(c) No user subject to the provisions of this subpart shall
augment the use of process wastewater or otherwise dilute the
wastewater as a partial or total substitute for adequate treat-
ment to achieve compliance with this limitation.
§ 433.14 Effluent limitations representing the degree of
effluent reduction attainable by applying the best
available technology economically achievable
(BAT).
(a) Except as provided in 40 CFR 125.30-32, any existing
point source subject to this subpart must achieve the following
effluent limitations representing the degree of effluent reduction
attainable by applying the best available technology economic-
ally achievable (BAT):
BAT EFFLUENT LIMITATIONS
Monthly
average
Maximum for shall not
Pollutant or pollutant property any | day exceed
Milligrams per liter (mg/1)
EET cccistnrcnsncuatguncaaibacetecaoenied | 0.69 0.26
EE os cisvisetiesnticciiniiontanii
A-37
BAT EFFLUENT LIMITATIONS—CONTINUED
Monthly
average
Maximum for shall not
Pollutant or pollutant property any | day exceed
Milligrams per liter (mg/1)
RINT I Uiicieiscceatcecasthancesdcddbidaetbententsos 3.38 2.07
RAEI TT ori tinsatbumnnditaaiiaiaainmigecshabaichain 0.69 0.43
I iii icherditeciaiaialadininitencitiatnas 3.98 2.38
aii iisdinientaoninictoninnctiviiantiins 0.43 0.24
pS EET SRG TC I Or 2.61 1.48
te 2 SSSA oe ne 1.20 0.65
Pei tcddhnettapiehanesnstgtneisconacoccecsnaicanee z.t3
(b) Alternatively, for industrial facilities with cyanide
treatment, and upon agreement between a source subject to
those limits and the pollution control authority, the following
amenable cyanide limit may apply in place of the total cyanide
limit specified in paragraph (a) of this section:
Monthly
average
Maximum for shall not
Pollutant or pollutant property any | day exceed
Milligrams per liter (mg/1)
CE a a aise 0.86 0.32
(c) No user subject to the provisions of this subpart shall
augment the use of process wastewater or otherwise dilute the
wastewater as a partial or total substitute for adequate treat-
ment to achieve compliance with this limitation.
A-38
§ 433.15 Pretreatment standards ffor existing sources
(PSES).
(a) Except as provided in 40 CFR 403.7 and 403.13, any
existing source subject to this subpart that introduces pollutants
into a publicly owned treatment works must comply with 40
CFR Part 403 and achieve the following pretreatment stan-
dards for existing sources (PSES):
PSES For ALL PLANTS ExcePT JoB SHOPS AND INDEPENDENT
PRINTED CIRCUIT BOARD MANUFACTURERS
Monthly
average
Maximum for shall not
Pollutant or pollutant property any | day exceed
’ Milligrams per liter ( mg/1)}
CRIA Fo Piadstecctsiviinticesnatiwlnctsines 0.69 0.26
CE Baia icidibinbhinsbestimioniniiiee ; 2.77 1.71
gp ERR ane 3.38 2.07
SS En eee Se 0.69 0.43
| y FE eT 3.98 2.38
ITE STi sancti sci oat sini dinictaembnahinnaieenninaa 0.43 0.24
SIE TUE Tic citendihinsennrensiandidumeebiiainnneeiaiadl 2.61 1.48
CE AE 1.20 0.65
Fe iieiienpinind aad icascgpincinsiimnantiniindaiea 2.13
(b) Alternatively, for industrial facilities with cyanide
treatment, upon agreement between a source subject to those
limits and the pollution control authority. The following
amenable cyanide limit may apply in place of the total cyanide
limit specified in paragraph (a) of this section:
A-39
Monthly
average
Maximum for shall not
Pollutant or pollutant property any | day exceed
: Milligrams per liter (mg/l)
RINNE CID o. sicciccsnniencsnncdlataebeibeatastoned 0.86 0.32
(c) No user introducing wastewater pollutants into a
publicly owned treatment works under the provisions of this
subpart shall augment the use of process wastewater as a partial
or total substitute for adequate treatment to achieve compliance
with this standard.
(d) An existing source submitting a certification in lieu of
monitoring pursuant to § 433.12 (a) and (b) of this regulation
must implement the solvent management plan approved by the
control authority.
(e) An existing source subject to this subpart shall comply
with a daily maximum pretreatment standard for TTO of 4.57
mg/l.
(f) Compliance with the provisions of paragraph (c), (d),
and (¢) of this section shall be achieved as soon as possible, but
not later than June 30, 1984, however metal finishing facilities
which are also covered by Part 420 (iron and steel) need not
comply before July 10, 1985.1 Compliance with the provisions
of paragraphs (a), (b), (c) and (d) of this section shall be
achieved as soon as possible, but not later than February 15,
1986.1
1 The Consent Decree in NRDC v. Train, 12 ERC 1833 (D.D.C.
1979) specifies a compliance date for PSES of no later than June 30,
1984. EPA has moved for a modification of that provision of the
Decree. Should the Court deny tha motion, EPA will be required to
modify this compliance date accordingly.
A-40
§ 433.16 New source performance standards (NSPS).
(a) Any new source subject to this subpart must achieve
the following performance standards:
NSPS
Monthly
average
Maximum for shall not
Pollutant or pollutant property any | day exceed
Milligrams per liter (mg/1)
CCIE CED cniccervseninssnintion aaa 0.11 0.07
CRORE. CT ) cicccctresrernisecdtins Seen’ 2.77 1.71
COREE EE) ..cotsicutnsescrincinnnesiocodeasl 3.38 2.07
| fy gy Reteeremoapenmcnnmine ne re hap bee ; 0.69 0.43
RORIIIEE © FED sinciscnssinicncosiancennnunbecieinaeniieenl 3.98 2.38
EUR ES sncecesdtsiccinostiseeesiieciiicissigaicgiaimamda 0.43 0.24
BANE CE Piceinesssnsssctndpaseeinniienaiaaaaal 2.61 1.48
CIID © ED ciniivssonctsinkiscientbiccacuaean 1.20 0.65
DB icipitescdicinapatieinpbiainiteneaaaaaaa mae
in HS CIGGI oon in insecciiccemioan 52 26
"Plt Pnininsisesicediesesicsnbbeneccinanaicsa aaa 60 31
IEW scxsstcksctintaccanioneaticeicabeeadbiiha ta tae (1) (1)
1 Within 6.0 to 9.0.
(b) Alternatively, for industrial facilities with cyanide
treatment, and upon agreement between a source subject to
those limits and the pollution control authority, the following
amenable cyanide limit may apply in place of the total cyanide
limit specified in paragraph (a) of this section:
A-41
Pollutant or pollutant property
Maximum for
any | day
Monthly
average
shall not
exceed
TE Tick sh naiarebeseisdhtheusssasngenaces
Milligrams per liter (mg/1)
0.86
0.32
(c) No user subject to the provisions of this subpart shall
augment the use of process wastewater or otherwise dilute the
wastewater as a partial or total substitute for adequate treat-
ment to achieve compliance with this limitation.
§ 433.17 Pretreatment standards for new sources (PSNS).
(a) Except as provided in 40 CFR 403.7, any new source
subject to this subpart that introduces pollutants into a publicly
owned treatment works must comply with 40 CFR Part 403
and achieve the following pretreatment standards for new
sources (PSNS):
PSNS
Monthly
Maximum average
for any | shall not
Pollutant or pollutant property day exceed
Milligrams per liter (mg/1)
SC aa 0.11 0.07
ES 2.77 1.71
ical asta cecsanesateansace 3.38 2.07
TA iil lin ten sraisadatindgdenphonnesivnecnshe 0.69 0.43
arch codesstnnbonntosncnccunes 3.98 2.38
ER ccbihaccktisssyapenovsbesescediceosereers 0.43 0.24
Nee i Sonics cansndwasabcbbonsace 2.61 1.48
TT ital iciahlod sadattnnninnaheebkanenes 1.20 0.65
Pad Nisei hci tetcickadancivbintchinccthshanndiy 2.13
A-42
(b) Alternatively, for industrial facilities with cyanide
treatment, and upon agreement between a source subject to
these limits and the pollution control authority, the following
amenable cyanide limit may apply in place of the total cyanide
limit specified in paragraph (a) of this section:
Monthly
Maximum average
for any | shall not
Pollutant or pollutant property day exceed
Milligrams per liter (mg/1)
Cyan CAD cccciiessntcriinctiindidiivanien 0.86 0.32
(c) No user subject to the provisions of this subpart shall
augment the use of process wastewater or otherwise dilute the
wastewater as a partial or total substitute for adequate treat-
ment to achieve compliance with this limitation.
(d) An existing source submitting a certification in lieu of
monitoring pursuant to § 433.12 (a) and (b) of this regulation
must implement the solvent management plan approved by the
control authority.
§ 433.18 [ Reserved ]
(C.]
PERTINENT PROVISIONS OF CLEAN WATER ACT |
Section 301 (b) provides:
In order to carry out the objective of this chapter there
shall be achieved—
(1)(A) not later than July 1, 1977, effluent limitations
for point sources, other than publicly owned treatment
A-43
works, (i) which shall require the application of the best
practicable control technology currently available as de-
fined by the Administrator pursuant to section 1314(b) of
this title, or (ii) in the case of a discharge into a publicly
owned treatment works which meets the requirements of
subparagraph (B) of this paragraph, which shall require
compliance with any applicable pretreatment requirements
and any requirements under sectior. 1317 of this title; and
(B) for publicly owned treatment works in existence
on July 1, 1977, or approved pursuant to section 1283 of
this title prior to June 30, 1974 (for which construction
must be completed within four years of approval), effluent
limitations based upon secondary treatment as defined by
the Administrator pursuant to section 1314(d)(1) of this
title; or,
(C) not later than July 1, 1977, any more stringent
limitation, including those necessary to meet water quality
standards, treatment standards, or schedules of com-
pliance, established pursuant to any State law or regu-
lations (under authority preserved by section 1370 of this
title) or any other Federai law or regulation, or required to
implement any applicable water quality standard estab-
lished pursuant to this chapter.
(2)(A) for pollutants identified in subparagraphs
(C), (D), and (F) of this paragraph, effluent limitations
for categories and classes of point sources, other than
publicly owned treatment works, which (i) shall require
application of the best available technology economically
achievable for such category or class, which will result in
reasonable further progress toward the national goal of
eliminating the discharge of all pollutants, as determined
in accordance with regulations issued by the Administrator
pursuant to section 1314(b)(2) of this title, which such
effluent limitations shall require the elimination of dis-
A-44
charges of all pollutants if the Administrator finds, on the
basis of information available to him (including informa-
tion developed pursuant to section 1325 of this title), that
such elimihation is technologically and economically
achievable for a category or class of point sources as
determined in accordance with regulations issued by the
Administrator pursuant to section 1314{b)(2) of this title,
or (ii) in the case of the introduction of a pollutant into a
publicly owned treatment works which meets the require-
ments of subparagraph (B) of this paragraph, shall require
compliance with any applicable pretreatment requirements
and any other requirement under section 1317 of this title;
[D.]
Section 304(b) provides: :
(b) For the purpose of adopting or revising effluent
limitations under this chapter the Administrator shall, after
consultation with appropriate Federal and State agencies and {
other interested persons, published within one year of October :
18, 1972, regulations, providing guidelines for effluent limita-
tions, and, at least annually thereafter, revise, if appropriate,
such regulations. Such regulations shall—
Serge rors
(1)(A) identify, in terms of amounts of constituents
and chemical, physical, and biological characteristics of '
pollutants, the degree of effluent reduction attainable
through the application of the best practicable control
technology currently available for classes and categories of
point sources (other than publicly owned treatment
works); and
(B)_ specify factors to be taken into account in
determining the control measures and practices to be
applicable to point sources (other than publicly owned
A-45
treatment works) within such categories or classes. Factors
relating to the assessment of best practicable control
technology currently available to comply with subsection
(b)(1) of section 1311 of this title shall include consid-
eration of the total cost of application of technology in
relation to the effluent reduction benefits to be achieved
from such application, and shall also take into account the
age of equipment and facilities involved, the process
employed, the engineering aspects of the application of
various types of control techniques, process changes, non-
water quality environmental impact (including energy
requirements ), and such other factors as the Adininistrator
deems appropriate;
(2)(A) identify, in terms of amounts of constituents
and chemical, physical, and biologica! characteristics of
pollutants, the degree of effluent reduction attainable
through the application of the best control measures and
practices achievable including treatment techniques, pro-
cess and procedure innovations, operating methods, and
other alternatives for classes and categories of point
sources (other than publicly owned treatment works); and
(B) specify factors to be taken into account in
determining the best measures and practices available to
comply with subsection (b)(2) of section 1311 of this title
to be applicable to any point source (other than publicly
owned treatment works) within such categories or classes.
Factors relating to the assessment of best available tech-
nology shall take into account the age of equipment and
facilities involved, the process employed, the engineering
aspects of the application of various types of control
techniques, process changes, the cost of achieving such
effluent reduction, non-water quality enviornmenta! impact
(including energy requirements), and such other factors as
the Administrator deems appropriate;
A-46
(3) identify control measures and practices available
to eliminate the discharge of pollutants from categories
and classes of point sources, taking into account the cost of
achieving such elimination of the discharge of pollutants;
and
(4)(A) identify, in terms of amounts of constituents
and chemical, physical, and biological characteristics of
pollutants, the degree of effluent reduction attainable
through the application of the best conventional f.})atar*
control technology (including measures and practi 8 * “cr
classes and categories of point sources (other thaa publicly
owned treatment works); and
(B) specify factors to be taken into account in
determining the best conventional pollutant control tech-
nology measures and practices to comply with section
1311(b)(2)(E) of this title to be applicable to any pijint
source (other than publicly owned treatment works) with-
in such categories or classes. Factors relating to the
assessment of est conventional pollutant control tech-
nology (including measures and practices) shall include
consideration of the reasonableness of the relationship
between the costs of attaining a reduction in effluents and
the effluent reduction benefits derived, and the comparison
of the cost and level of reduction of such pollutants from
the discharge from publicly owned treatment works to the
cost and level of reduction of such pollutants from a class
or category of industrial sources, and shall take into
account the age of equipment and facilities involved, the
process employed, the engineering aspects of the appli-
cation of various types of control techniques, process
changes, non-water quality environmental impact (in-
cluding energy requirements), apd such other factors as
the Administrator deems appropriate.
A-47
(E.]
Section 307(b) provides:
(b)( 1) The Administrator shall, within one hundred and
eighty days after October 18, 1972, and from time to time
thereafter, publish proposed regulations establishing pre-
treatment standards for introduction of pollutants into treat-
ment works (as defined in section 1292 of this title) which are
publicly owned for those pollutants which are determined not
to be susceptible to treatment by such treatment works or which
would interfere with the operation of such treatment works.
Not later than ninety days after such publication, and after
opportunity for public hearing, the Administrator shall promul-
gate such pretreatment standards. Pretreatment standards
under this subsection shall specify a time for compliance not to
exceed three years from the date of promulgation and shall be
established to prevent the discharge of any pollutant through
treatment works (as defined in section 1292 of this title) which
are publicly owned, which pollutant interferes with, passes
through, or otherwise is incompatible with such works. If, in
the case of any toxic pollutant under subsection (a) of this
section introduced by a source into a publicly owned treatment
works, the treatment by such works removes all or any part of
such toxic pollutant and the discharge from such works does not
violate that effluent limitation or standard which would be
applicable to such toxic pollutant if it were discharged by such
source other than through a publicly owned treatment works,
and does not prevent sludge use or disposal by such works in
accordance with sectior. 1345 of this title, then the pretreatment
requirements for the sources actually discharging such toxic
pollutant into such publicly owned treatment works may be
revised by the owner or operator of such works to reflect the
removal of such toxic pollutant by such works.
(2) The Administrator shall, from time to time, as control
technology, processes, operating methods, or other alternatives
A-48
change, revise such standards following the procedure ¢stab-
lished by this subsection for promulgation of such standards.
(3) When proposing or promulgating any pretreatment
standard under this section, the Administrator shall designate
the category or categories of sources to which such standard
shall apply.
(4) Nothing in this subsection shall affect any pre-
treatment requirement established by any State or local law not
in conflict with any pretreatment standard established under
this subsection.
[F.]
40 C.F.R. § 403.13 provides:
(a) Definition. The term “Requester” means an Industrial
User or a POTW or other interested person seeking a variance
from the limits specified in a categorical Pretreatment Standard.
(b) Purpose and scope. In establishing categorical Pre-
treatment Standards for existing sources, the EPA will take into
account all the information it can collect, develop and solicit
regarding the factors relevant to pretreatment standards under
section 307(b). In some cases, information which may afiect
these Pretreatment Standards will not be available or, for other
reasons, will not be considered during their development. As a
result, it may be necessary on a case-by-case basis to adjust the
limits in categorical Pretreatment Standards, making them
either more or less stringent, as they apply to a certain
Industrial User within an industrial category or subcategory.
This will only be done if data specific to that Industrial User
indicates it presents factors fundamentally different from those
considered by EPA in developing the limit at issue. Any
interested person believing that factors relating to an Industrial
User are fundamentally different from the factors considered
during development of a categorical Pretreatment Standard
A-49
applicable to that User and further, that the existence of those
factors justifies a different discharge limit from that specified in
the applicable categorical Pretreatment Standard, may request
a fundamentally different factors variance under this section or
such a variance request may be initiated by the EPA.
(c) Criteria—(1) General criteria. A request for a
variance based upon fundamentally different factors shall be
approved only if:
(i) There is an applicable categorical Pretreatment
Standard which specifically controls the pollutant for
which alternative limits have been requested; and
(ii) Factors relating to the discharge controlled by the
categorical Pretreatment Standard are fundamentally dif-
ferent from the factors considered by EPA in establishing
the Standards; and
(iii) The request for a variance is made in accordance
with the procedural requirements in paragraphs (g) and
(h) of this section.
(2) Criteria applicable to less stringent limits. A variance
request for the establishment of limits less stringent than
required by the Standard shall be approved only if:
(i) The alternative limit requested is no less stringent
than justified by the fundamental difference;
(ii) The alternative limit will not result in a violation
of prohibitive discharge standards prescribed by or estab-
lished under § 403.5;
(iii) The alternative limit will not result in a non-
water quality environmental impact (including energy
requirements) fundamentally more adverse than the im-
pact considered during development of the Pretreatment
Standards; and
A-50
(iv) Compliance with the Standards (either by using
the technologies upon which the Standards are based or by
using other control alternatives) would result in either:
(A) A removal cost (adjusted for inflation)
wholly out of proportion to the removal cost consid-
ered during development of the Standards; or
(B) A non-water quality environmental impact
(including energy requirements) fundamentally more
adverse than the impact considered during devel-
opment of the Standards.
(3) Criteria applicable to more stingent limits. A variance
request for the establishment of limits more stringent than
required by the Standards shall be approved only if:
(i) The alternative limit request is no more stringent
than justified by the fundamental difference; and
(ii) Compliance with the alternative limit would not
result in either;
(A) A removal cost (adjusted for inflation)
wholly out of proportion to the removal cost consid-
ered during development of the Standards; or
(B) A non-water quality environmental impact
(including energy requirements) fundamentally more
adverse than the impact considered during devel-
opment of the Standards.
(d) Factors considered fundamentally different. Factors
which may be considered fundamentally different are:
(1) The nature or quality of pollutants contained in
the raw waste load of the User’s process wastewater;
(2) The volume of the User’s process wastewater and
effluent discharged;
(3) Non-water quality environmental impact of con-
trol and treatment of the User’s raw waste load;
A-51
(4) Energy requirements of the application of control
and treatment technology;
(5) Age, size, land availability, and configuration as
they relate to the User’s equipment or facilities; processes
employed; process changes; and engineering aspects of the
application of control technology;
(6) Cost of compliance with required control tech-
nology.
(e) Factors which will not be considered fundamentally
different. A variance request or portion of such a request under
this section may not be granted on any of the following
grounds:
(1) The feasibility of installing the required waste
treatment equipment within the time the Act allows:
(2) The assertion that the Standards cannot be
achieved with the appropriate waste treatment facilities
installed, if such assertion is not based on factors listed in
paragraph (d) of this section;
(3) The User’s ability to pay for the required waste
treatment; or
(4) The impact of a Discharge on the quality of the
POTW’s receiving waters.
(f) State or local law. Nothing in this section shall be
construed to impair the right of any state or locality under
section 510 of the Act to impose more stringent limitations than
required by Federal law.
(g) Application deadline. (1) Requests for a variance and
supporting information must be submitted in writing to the
Director or to the Enforcement Division Director, as appropri-
ate.
(2) In order to be considered, request for variances must
be submitted within 180 days after the effective date of the
A-52
categorical Pretreatment Standard unless the User has re-
quested a categorical determination pursuant to § 403.6(a).
(3) Where the User has requested a categorical determina-
tion pursuant to § 403.6(a), the User may elect to await the
results of the category determination before submitting a
variance request under this section. Where the User so elects,
he or she must submit the variance request within 30 days after
a final decision has been made on the categorical determination
pursuant to § 403.6(2)(4).
(h) Contents of submission. Written Submissions for
variance request, whether made to the Enforcement Division
Director or to the Director must include:
(1) The name and address of the person making the
request;
(2) Identification of the interest of the Requester
which is affected by the categorical Pretreatment Standard
for which the variance is requested;
(3) Identification of the POTW currently receiving
the waste from the Industrial User for which alternative
discharge limits are requested;
(4) Identification of the categorical Pretreatment
Standards which are applicable to the Industrial User;
(5) A list of each pollutant or pollutant parameter for
which an alternative discharge limit is sought;
(6) The alternative discharge limits proposed by the
Requester for each pollutant or pollutant parameter identi-
fied in paragraph (h)(5) of this section;
(7) A description of the Industrial User’s existing
water pollution control facilities;
(8) A schematic flow representation of the Industrial
User’s water system including water supply, process waste-
water systems, and points of Discharge; and
A-53
(9) A Statement of facts clearly establishing why the
variance request should be approved, including detailed
support data, documentation, and evidence necessary to
fully evaluate the merits of the request, e.g., technical and
economic data collected by the EPA and used in devel-
oping each pollutant discharge limit in the Pretreatment
Standard.
(i) Deficient requests. The Enforcement Division Director
or Director will only act on written requests for variances that
contain all of the information required. Persons who have
made incomplete Submissions will be notified by the Enforce-
ment Division Director or Director that their requests are
deficient and unless the time period is extended, will be given
up to 30 days to correct the deficiency. If the deficiency is not
corrected within the time period allowed by the Enforcement
Division Director or the Director, the request for a variance
shall be denied.
(j) Public notice. Upon receipt of a complete request, the
Director or Enforcement Division Director wil! provide notice
of receipt, opportunity to review the submission, and opportu-
nity to comment.
(1) The public notice shall be circulated in a manner
designed to inform interested and potentially interested
' persons of the request. Procedures for the circulation of
public notice shall include mailing notices to:
(i) The POTW/into which the Industrial User
requesting the variance discharges:
(ii) Adjoining States whose waters may be affect-
ed; and
(iii) Designated 208 planning agencies, Federal
and State fish, shellfish and wildlife resource agencies;
and to any other person or group who has requested
individual notice, including those on appropriate mail-
ing lists.
A-54
(2) The public notice shall provide for a period not
less than 30 days following the date of the public notice
during which time interested persons may review the
request and submit their written views on the request.
(3) Following the comment period, the Director or
Enforcement Division Director will make a determination
on the request taking into consideration any comments
received. Notice of this final decision shali be provided to
the requestor (and the Industrial User for which the
variance is requested if different), the POTW into which
the Industrial User discharges and all persons who sub-
mitted comments on the request.
(k) Review of requests by state. (1) Where the Director
finds that fundamentally different factors do not exist, he may
deny the request and notify the requester (and Industrial User
where they are not the same) and the POTW of the denial.
(2) Where the director finds that fundamentally different
factors do exist, he shall forward the request, and a recommen-
dation that the request be approved, to the Enforcement
Division Director.
(1) Review of requests by EPA. (1) Where the Enforce-
ment Division Director finds that fundamentally different fac-
tors do not exist, he shall deny the request for a variance and
send a copy of his determination to the Director, to the POTW,
and to the Requester (and to the Industrial User, where they
are not the same).
(2) Where the Enforcement Division Director finds that
fundamentally different factors do exist, and that a partial or
full variance is justified, he will approve the variance. In
approving the variance, the Enforcement Division Director will:
(i) Prepare recommended alternative discharge limits
for the Industrial User either more or less stringent than
those prescribed by the applicable categorical Pre-
A-55
treatment Standard to the extent warranted by the demon-
strated fundamentally different factors;
(ii) Provide the following information in his written
determination:
(A) the recommended alternative discharge lim-
its for the Industrial User concerned:
(B) the rationale for the adjustment of the
Pretreatment Standard (including the Enforcement
Division Director’s reasons for recommending that a
fundamenta” different factor variance be granted)
and an explauation, of how the Enforcement Division
Director’s recommended alternative discharge limits
were derived;
(C) the supporting evidence submitted to the
Enforcement Division Director; and
(D) other information considered by the
Enforcement Division Director in developing the rec-
ommended alternative discharge limits;
(iii) Notify the Director and the POTW of his or her
determination; and
(iv) Send the information described in paragraphs
(1)(2) (1) and (ii) of this section to the Requestor (and to
the Industrial User where they are not the same).
(m) Request for hearing. (1) Within 30 days following
the date of receipt of notice of the Enforcement Division
Director’s decision on a variance request, the Requester or any
other interested person may submit a petition to the Regional
Administrator for a hearing to reconsider or contest the deci-
sion. If such a request is submitted by a person other than the
Industrial User the person shall simultaneously serve a copy of
the request on the Industrial User.
A-56
(2) If the Regional Administrator declines to hold a
hearing and the Regional Administrator affirms the Enforce-
ment Division Director’s findings, the Requester may submit a
petition for a hearing to the Administrator within 30 days of the
Regional Administrator’s decision.
This is a copy of a public record, reproduced as it was published. It is not legal advice, and it may not be the version a court would rely on. Check the official source before you cite it.