October 15,2009
U. S. Environmental Protection Agency, Region 5
Response to Comments on EPA's Objection to Draft NPDES
Permit for U.S. Steel
Introduction
Background:
The U.S. Steel Corporation located in Gary, Indiana, is the largest fully integrated steel
mill in the United States, producing over 8 million tons of raw steel per year.
Indiana issued a public notice on a draft U.S. Steel permit on July 4, 2007, and held
public meetings on August 1, and September 26, 2007.
On October 1, 2007, EPA notified Indiana Department of Environmental Management
(IDEM) that it had objections to certain parts of the permit and that those objections must
be resolved before the permit could be issued. After further review by EPA, a second
letter was sent to IDEM on October 16, 2007, objecting to other aspects of the permit.
Due to the high level of public interest in this matter, EPA provided the public with an
opportunity to provide written public comments on the objections between November 9,
2007, and December 28, 2007. EPA also held a public hearing on December 11, 2007, in
Gary, Indiana.
Approximately 400 people attended the hearing, including local residents, representatives
of environmental groups, business leaders, union workers and government officials.
More than 300 comments were submitted to EPA. This document sets forth EPA's
responses to those comments. Copies of all of the comments that were submitted during
the public comment period, and this response to comments document, will be posted on
EPA's website at http://www.epa.gov/Region5/sites/ussteel/index.htm. EPA notes that,
although the purpose of the comment period and hearing were to obtain comments on
EPA's objections, EPA also accepted comments beyond the scope of EPA's objections.
This document responds to all comments that were submitted.
On October 14, 2009, IDEM public noticed a revised draft permit for U.S. Steel. EPA
intends to inform IDEM by letter that it is withdrawing its objections due to the changes
that IDEM made to the draft permit in response to EPA's objections and the fact that
IDEM is providing the public with a new opportunity to review and comment on the draft
permit. EPA also intends to inform IDEM that, in accordance with 40 CFR 123.44(j),
following the close of its public comment period and if there is significant public
comment on the October 14, 2009, draft permit, IDEM will need to prepare and submit
for EPA review the proposed U.S. Steel permit before final issuance by IDEM, as well as
copies of all public comments IDEM received on the October 14, 2009, draft permit.
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EPA's letter to IDEM withdrawing its objections and an explanation for EPA's
withdrawal of its objections will be posted at
http://www.epa.gov/Region5/sites/ussteel/index.htm.
SECTION 1: Clean Water Act Overview
The following is a general overview of the Clean Water Act's National Pollutant
Discharge Elimination System (NPDES) permitting requirements and other related
requirements. This overview is provided to assist readers in understanding the responses
to comments that are set forth in Section 2 of this document.
l.A. Clean Water Act Requirements Pertinent to the U.S. Steel Permit
National Pollutant Discharge Elimination System (NPDES) Permit Program
Under the Clean Water Act, all facilities that discharge pollutants from any point source
into waters of the United States are required to obtain an NPDES permit. NPDES
permits cover a myriad of activities and different types of discharges, including
discharges from industrial facilities. NPDES permits must contain conditions consistent
with the Clean Water Act and federal regulations. Permittees must comply with those
conditions to be in compliance with the Clean Water Act.
State Adopted Water Quality Standards
The Clean Water Act requires every state to develop water quality standards applicable to
all water bodies or segments of water bodies that lie within the state. EPA reviews and
approves or disapproves state-adopted water quality standards.
Water quality standards consist of (1) designated "uses" for each water body in the state,
(2) "criteria" or maximum concentrations for particular pollutants to ensure achievement
and maintenance of those designated uses, and (3) an "antidegradation" policy to protect
existing uses and high-quality waters. In establishing designated uses, states must
consider the use and value of state waters for public water supplies, propagation of fish
and wildlife, recreation, agriculture and industrial purposes, and navigation. As described
below in Section l.F of this document, water quality standards are implemented through
NPDES permits for point source discharges through establishment of water quality based
effluent limitations.
Water Quality Guidance for the Great Lakes System
In 1990, Congress amended Section 118 of the Clean Water Act to require EPA to adopt
a special set of requirements for the Great Lakes System. Specifically, Congress required
EPA to adopt water quality standards, anti degradation policies and procedures for
implementing water quality standards in NPDES permits for discharges into the Great
Lakes System. These requirements, which are called the "Water Quality Guidance for
the Great Lakes System," are set forth as federal regulations at 40 CFR Part 132. Those
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requirements, along with state-specific requirements that Indiana adopted and EPA
approved in 2000 to incorporate those requirements, apply to discharges such as those
from U.S. Steel into the Indiana portion of the Great Lakes System.
l.B. Implementation of the NPDES Program in Indiana
EPA is authorized under the Clean Water Act to directly implement the NPDES Program.
EPA, however, may approve states, territories, or tribes to implement all or parts of the
NPDES Program. Indiana received EPA approval to implement the NPDES Program on
January 1, 1975. IDEM is responsible for issuing all NPDES permits within Indiana.
IDEM is responsible for receiving permit applications from point source dischargers,
denying the application or proceeding to draft a permit in accordance the Clean Water
Act and state regulations, providing opportunities for public participation, issuing
permits, reviewing monitoring reports, conducting inspections, and enforcing against
violations of permit conditions.
Upon granting a state approval to issue NPDES permits, EPA ceases issuing permits in
that state. However, EPA retains the right to review permits issued by the state, and can
formally object to state permits that conflict with federal requirements. A state may not
issue a permit over an EPA objection. If the state does not sufficiently address the
objection points and EPA does not withdraw its objection, then EPA may issue the permit
instead of the state.
In addition, EPA provides oversight of states' NPDES programs. This includes
reviewing states' legal authorities (statutes and regulations), and the quality of the
permits that are issued. EPA develops national guidance and policy to be used by states
in the issuance of permits. EPA also provides assistance to states in developing
specialized program areas such as industrial pretreatment, biosolids, and storm water.
l.C. Technology Based Effluent Limits
In the development of a permit, a permit writer must consider limits based on the
technology available to treat the pollutants. These limitations are called "technology
based effluent limits." The intent of technology based effluent limits is to require a
minimum level of treatment for industrial/municipal point sources based on currently
available treatment technologies while allowing the discharger to use any available
control technique to meet the limits. Where necessary, more restrictive limitations, called
"water quality based effluent limitations," may be included in NPDES permits to protect
water quality. Water quality based effluent limitations are described more fully below in
Section I.D.
For industrial facilities, the Clean Water Act requires EPA to develop national effluent
guidelines that represent the following:
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¦	Best conventional pollutant control technology (BCT) for conventional pollutants
and applicable to existing dischargers.
¦	Best practicable control technology currently available (BPT) for conventional,
toxic and nonconventional pollutants and applicable to existing dischargers.
¦	Best available technology economically achievable (BAT) for toxic and
nonconventional pollutants and applicable to existing dischargers
¦	New source performance standards (NSPS) for all pollutants and applicable to
new sources.
To date, EPA has established guidelines and standards for more than 50 different
industrial categories (including iron and steel making operations). Requirements
consistent with all effluent guidelines applicable to a particular facility must be included
in the facility's NPDES permit. Where national effluent guidelines have not been
developed, the permit writer is to use the same performance-based approach used to
develop the guidelines based on the permit writer's best professional judgment, taking
into account all reasonably available and pertinent data or information.
l.D. Water Quality-Based Effluent Limitations
Permit writers must consider the potential impact of every proposed surface water
discharge on the quality of the receiving water. If, after technology based limits are
applied, a discharge will have the 'reasonable potential' to cause, or contribute to causing
an excursion above the water quality criteria contained in a state's water quality
standards, the permit must include water quality based effluent limitations or "WQBELs"
necessary to attain those water quality standards.
I.E. Whole Effluent Toxicity (WET)
Whole Effluent Toxicity or "WET" is a measurement of the integrated toxicity of
effluents to organisms. This parameter characterizes the synergistic effects caused by
interactions between toxic parameters in the effluent and with the effluent matrix itself.
WET testing also accounts for the effect of a discharge on aquatic life due to unknown or
unmeasured pollutant parameters in the effluent.
WET can be quantified and is subject to the reasonable potential analysis and water
quality-based effluent limit derivations. Reasonable potential is determined for
discharges into the Great Lakes System using a worst-case effluent value for WET based
on effluent maxima, variability and available dilution. The result of the reasonable
potential analysis is compared to the appropriate water quality criteria. If it is determined
that the effluent has the reasonable potential to cause or contribute to toxicity in the
receiving waters, then effluent limits for WET must be imposed. Indiana promulgated
specific water quality criteria for WET at 327 IAC 5-2-11.4(b)(2)(A) of 0.3 toxicity units
for acute exposures (TUa) and 1.0 for chronic exposures (TUc).
l.F. Antidegradation
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In addition to use classifications and water quality criteria, state water quality standards
include an antidegradation policy which must be consistent with EPA's antidegradation
regulations (40 CFR §131.12) and which identifies the methods the state will use to
implement the policy. Where existing water quality exceeds that needed to protect
designated uses of a receiving stream, an NPDES permit cannot authorize the discharge
of pollutants that would lower water quality except in conformance with a state's
anti degradation policy and procedures.
l.G. Antibacksliding
Antibacksliding, in the context of the Clean Water Act NPDES permitting program,
refers to a general prohibition on the relaxation of certain effluent limitations in reissued
permits, subject to important exceptions set forth in Section 303(d)(4) and 402(o)(2) of
the Clean Water Act and 40 CFR 122.44(1)(1). The following excerpt from page 44 of
EPA's March 1995 Supplemental Information Document for the Water Quality Guidance
for the Great Lakes System is a useful summary of the requirements of Sections
303(d)(4) and 402(o)(2):
Section 402(o)(l) provides that backsliding from [water quality based effluent
limitations or "WQBELs"] is prohibited except in compliance with section
303(d)(4). Section 303(d)(4) has two parts that must be considered, along with an
identification requirement: paragraph (A) which applies to "non-attainment
waters" and paragraph (B) which applies to "attainment waters."
Section 303(d)(4)(A) allows establishment of a less stringent WQBEL
when the receiving water has been identified under section 303(d)(1)(A) and
where applicable water quality standards are not being met (i.e., a "non-
attainment water"), if the permittee meets two conditions. First, a permittee may
seek a less stringent effluent limitation under section 303(d)(4)(A) only if the
existing permit limitation was based on a total maximum daily load (TMDL) or
other wasteload allocation (WLA) established under section 303. Second,
relaxation of a WQBEL is only allowed if attainment of water quality standards is
ensured, or if the designated use which is not being attained is removed in
accordance with 40 CFR part 131.
Section 303(d)(4)(B) applies to waters where the water quality equals or
exceeds levels necessary to protect the designated use, or to otherwise meet
applicable water quality standards (i.e., an "attainment water"). Under section
303(d)(4)(B), permit limitations based on a section 303 TMDL/WLA, on any
water quality standards established under section 303, or on any other permit
standard may be relaxed only where this is consistent with a State's
anti degradation policy (see 40 CFR 131.12).
Section 402(o)(2) also outlines exceptions to the general prohibition
against backsliding from WQBELs. These exceptions are independent of the
section 303(d)(4) exception discussed above and are also applicable to the
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backsliding of BPJ limits to reflect subsequently promulgated less stringent
guidelines.
Regardless of whether any of the backsliding exceptions are applicable
and met, section 402(o)(3) acts as a floor and restricts the extent to which
WQBELs (and BPJ limits) may be relaxed. Specifically, section 402(o)(3)
prohibits the relaxation of such permit limitations below applicable technology-
based effluent limitation guidelines in effect at the time the permit is renewed,
reissued or modified. In addition, it prohibits the relaxation of limits if such
relaxation would result in a violation of applicable water quality standards, which
include antidegradation requirements.
l.H. Compliance Schedules
Section 502(17) of the Clean Water Act, 33 U.S.C. § 1376(17), defines a schedule of
compliance as "a schedule of remedial measures including an enforceable sequence of
actions or operations leading to compliance with an effluent limitation, other limitation,
prohibition, or standard." The purpose of a compliance schedule is to give an existing
discharger time to make required changes in the facilities or operations, in order to
comply with a new or more stringent water quality based permit limitation. There are a
number of restrictions imposed by the Clean Water Act and 40 CFR 122.47 on the use of
compliance schedules, including that they may only be used where appropriate, must
require compliance as soon as possible, and must include interim and final requirements.
1.1. Intake Cooling Water Structure Requirements
Section 316(b) of the Clean Water Act requires that the location, design, construction and
capacity of cooling water intake structures reflect the best technology available for
minimizing adverse environmental impact. EPA has identified impingement and
entrainment as appropriate primary measures of the adverse environmental impact, but
permit writers may consider other measures of adverse environmental impact in the
assessment. Impingement means the entrapment of all life stages of fish and shellfish on
the outer part of an intake structure or against a screening device during periods of intake
water withdrawal. Entrainment means the incorporation of all life stages of fish and
shellfish with intake water entering and passing through a cooling water intake structure
and into a cooling water system.
EPA has promulgated regulations in 40 CFR Part 125 to implement Section 316(b) in
NPDES permits. These regulations require minimization of adverse environmental
impacts by implementing appropriate controls such as flow reduction, velocity reduction,
or impingement and entrainment reductions through application of the best technology
available. EPA developed these regulations in three phases that contain specific
requirements for certain new and existing facilities. In addition, 40 CFR 125.90(b), EPA
requires the permitting authority to develop Section 316(b) conditions on a best
professional judgment basis for any facility not specifically covered under the three
phases. Dischargers must meet either the specific requirements of the phase applicable to
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their type of facility or meet the conditions developed under best professional judgment
by the permitting authority.
1. J. Storm Water Requirements
Facilities that discharge storm water associated with industrial activity as defined at 40
CFR 122.26(b)(14) are required to either apply for an NPDES storm water permit or
include in their permit application information pertaining to storm water sufficient to
allow the permitting authority to include storm water requirements into the facility's
NPDES wastewater permit.
Storm water permits typically require the permittee to meet the effluent limitations in the
permit, develop a storm water pollution prevention plan which contains descriptions of
the measures and controls the permittee will implement to meet the effluent limitations,
and perform monitoring and inspection.
Storm water effluent limitations can be numeric or in the form of best management
practices, which are control measures used by the permittee to eliminate or reduce the
exposure of pollutants to rain, snow, snowmelt and the runoff generated from these
events. The storm water pollution prevention plan typically requires the organization of a
pollutant prevention team, development of a site map, including the location of potential
pollutant sources and drainage patterns, and the description of the measures used to limit
the exposure of pollutants to storm water or to treat polluted storm prior to discharging it
to local waterways.
l.K. Monitoring, Recordkeeping and Reporting Requirements
40 CFR 122.48 requires that NPDES permits include monitoring, recordkeeping
requirements and reporting conditions. Monitoring requirements specify the required
self-monitoring as well the type, intervals, frequency. Analytical test methods
established at 40 CFR Part 136 are specified for each parameter. Finally, 40 CFR
122.41(k)(4) requires permittees to provide self-monitoring results to the permitting
authority in accordance with the reporting conditions set forth in the permit. These
results can be reviewed in evaluating the permittee's compliance with permit effluent
limits.
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SECTION 2: Response to Public Comments on
EPA's Objection to the U.S. Steel permit
This section provides a summary of comments received during the public comment
period, followed by EPA's response to those comments.
2.A Protecting Lake Michigan
Comment
EPA received several comments generally objecting to U.S. Steel's request to discharge
potentially harmful pollutants, including toxic chemicals and heavy metals, into the
Grand Calumet River and Lake Michigan because people drink water and eat fish from
the Great Lakes.
EPA Response
The water quality criteria in Indiana's water quality standards for the Grand Calumet
River and Lake Michigan are designed to be protective of human health, including being
protective against unacceptable health effects from ingesting pollutants from drinking
water and fish consumption; protective of aquatic life; and protective of wildlife. EPA
believes that IDEM's October 14, 2009, draft permit contains appropriate water quality
based effluent limits for all pollutants that are being discharged at levels that cause, or
have the reasonable potential to cause, or contribute to exceedances of those criteria.
Comment
A number of comments raised general concerns regarding the U.S. Steel permit. Some
urged EPA not to compromise the quality of Lake Michigan. Some felt the permit was a
step backward in the protection of Clean Water, or that the contaminant levels were too
high. Some urged EPA to require tougher restrictions in the permit, to eliminate dumping
to Lake Michigan, to allow no increase pollutants to the lake, or to categorically object to
the permit. Some insisted that U.S. Steel should be a state-of-the-art facility.
EPA Response
In reviewing NPDES permits, EPA evaluates whether the permit meets the requirements
of the Clean Water Act and EPA's implementing regulations at 40 CFR Parts 122-125,
and 132. See 40 CFR 123.44. Although the July 4, 2007, draft permit failed to meet
those requirements with respect to the matters raised in EPA's objection letters, IDEM
appears to have corrected those identified problems, and nothing in the general comments
summarized above indicates that the October 14, 2009, draft permit fails to meet the
requirements of the Clean Water Act or EPA's implementing regulations.
Comment
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One comment stated that no comprehensive analysis exists for the two dozen individual
discharge points authorized by the permit, and that the permit's total aggregate impact on
the Great Lakes is nearly impossible to assess, leaving unclear the question of whether or
not water quality is being protected.
Additional commenters stated that IDEM needs to consider the cumulative impact of the
discharge in light of other discharges in the area, and needs to consider multi-media
pollutants.
EPA Response
IDEM evaluated the cumulative impacts of pollutant loadings from each of the permitted
discharge outfalls during the process that calculates the water quality based effluent limits
in the October 14, 2009, draft permit. IDEM's process is consistent with EPA's
nationally-applicable requirements at 40 CFR 122.44(d) and EPA's Great Lakes specific
requirements in Procedure 5 of Appendix F to 40 CFR Part 132. Specifically, for each
outfall, IDEM used conservative estimates of effluent quality and conservative estimates
of background levels of the limited pollutants that included other permitted discharge
outfalls and nonpoint sources. IDEM also applied conservative assumptions regarding
the downstream fate of each limited pollutant. This process ensures that the water quality
based effluent limitations in the permit, both on an outfall-by-outfall basis as well as on a
facility-wide basis, meet the water quality based requirements of the Clean Water Act.
2.B IDEM's Role in the U.S. Steel NPDES Permitting Process
Comment
A commenter asked that IDEM be commended on their efforts in recent years to reduce
the backlog of NPDES permits, noting the degree of complexity and the time required to
issue permits.
EPA Response
IDEM has made the review and reissuing of expired permits and priority permits a top
priority, and so has reduced its backlog of expired permits to a low level, surpassing
national targets and IDEM's commitments for three consecutive years, and now has one
of the lowest backlog rates in the country. In February 2008, EPA awarded IDEM a gold
award for meeting goals for overall reduction of expired permits and priority permit
issuance. IDEM has acknowledged that there remain a number of expired permits for
industrial facilities in the Lake Michigan basin (including U.S. Steel), and that it is very
important to reissue these permits.
Comment
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A commenter stated that it would be helpful for the public to know what changes IDEM
proposes to make to the permit before the EPA public hearing.
EPA Response
IDEM had not determined the changes that it intended to make to the permit at the time
of the hearing. On October 14, 2009, IDEM public noticed a new draft permit, with
numerous changes to address the issues raised in EPA's objection letters.
Comment
One commenter expressed concern that many regulations are subject to interpretation,
and may be interpreted in a manner not consistent with the overall purpose, policy, goal
and intention of its drafters of the regulations.
EPA Response
The public comment period on the October 14, 2009, draft permit provides the public an
opportunity to raise comments and concerns they might have on the manner in which
specific regulations are being interpreted in the context of the U.S. Steel permit. EPA's
oversight will also help to ensure that the permit is consistent with federal requirements.
Comment
EPA received numerous comments asking that EPA urge IDEM to make the permitting
process easier to understand by providing more outreach and information early in the
process so that the public can participate.
EPA Response
EPA hopes that the public has gained a better understanding of the permitting process as
a result of the public comment/public hearing/public outreach process that has occurred
on the U.S. Steel permit in the past sixteen months. In addition, IDEM is soliciting
public comment on the October 14, 2009, draft permit, and intends to hold a public
hearing on the draft permit on November 18, 2009.
Comment
One commenter asked whether IDEM would provide a written response to the public
comments received on the U.S. Steel NPDES permit before or during the EPA public
hearing on December 11, 2007.
EPA Response
IDEM did not complete a written response to the comments it had received on the
proposed U.S. Steel permit prior to EPA's public hearing.
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Comment
One commenter at the hearing requested that EPA direct IDEM and U.S. Steel to forward
material safety data sheets to him.
EPA Response
Following the hearing, EPA forwarded the requested information directly to the
commenter.
2.C EPA's Role in the U.S. Steel Permitting Process
Comment
A commenter stated that EPA attempted to deceive the public by not posting accurate and
up-to-date information on its website.
EPA Response
In an effort to try to be as transparent as possible, EPA established a website dedicated to
the U.S. Steel permit objection http://www.epa.gov/region5/sites/ussteel/index.htm.
The following is a list of materials that EPA made available. We believe we posted
accurate and up-to-date information on the U.S. Steel permit objection.
News Releases
•	EPA hearing on draft U.S. Steel Permit set for Dec. 11 in Gary, November 8,
2007
•	EPA to hold public hearing on U.S. Steel draft permit November 1, 2007
Fact Sheets
•	EPA Lists Objections to Steel Plant Water Permit, December, 2007
•
Correspondence
•	EPA's Objection Letters on proposed permit for U.S. Steel Gary Works
•	Response to Indiana Department of Environmental Management (IDEM) Draft
Permit for U.S. Steel Gary Works, October 16, 2007 (PDF)
•	Response to IDEM Draft Permit for U.S. Steel Gary Works, October 1, 2007
Public Participation
•	Alliance for the Great Lakes comments on the NPDES permit no. IN0000281,
October 1, 2007
•	Online Comments to the U.S. Steel Permit
•	Mailed, Faxed or Other Comment Submissions, Part 1
•	Mailed, Faxed or Other Comment Submissions, Part 2
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•	Natural Resources Defense Council Environmental Law and Policy Center:
Comments on the IDEM 2007 Draft NPDES Permit for U.S. Steel - Gary, IN,
Permit No. IN 0000281
•	Transcript of public hearing
Comment:
A commenter requested that IDEM transmit the complete record of the permit
proceedings before the state for EPA's review.
EPA Response
EPA received a substantial amount of information from IDEM on the draft U.S. Steel
permit, but does not believe that it needed a complete record of the permit proceedings.
2.D Technology-Based Effluent Limits
Comment
Zinc. Copper, and Lead effluent limits at internal outfall 604
A commenter stated that the 2007 draft permit did not contain technology based effluent
limits (technology based effluent limitation) for Zinc, Copper & Lead at internal outfall
604 that are consistent with Attachment III of the 2007 draft permit fact sheet.
EPA Response
EPA raised a specific objection on this point. IDEM resolved this concern by analyzing
the most recent production data and recalculating the discharge limitations in the October
14, 2009, draft permit and including appropriate technology-based limitations for outfall
604 for a number of parameters, including zinc and lead. EPA notes that in all cases the
mass-based limits have been reduced as a result. In the case of copper, IDEM added a
new water quality-based mass limit at external Outfall 034. Because this limit is more
protective than the technology-based limit calculated for internal Outfall 604, and
because all effluent from Outfall 604 leads to external Outfall 034, IDEM has proposed
to delete the limit at Outfall 604. EPA is satisfied that the objection is resolved.
Comment
Oil and Grease
A number of commenters expressed concern that the oil and grease monthly average
effluent limits will increase from 1500 lbs/day to 1850 lb/day at outfall 034. The
commenters felt this would be impermissible backsliding.
Some commenters also questioned whether the calculations used to determine the
effluent limits for the proposed permit under the bubble approach include any discharges
related to cokemaking or sintering operations.
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A commenter stated that technology exists to eliminate as much as 80 percent or more
pollution from the basic integrated iron and steel making process.
EPA Response
In October 2002, EPA promulgated an amendment to the Iron and Steel Effluent Limit
Guidelines (ELG). This amendment, among other things, changed the scope of the "water
bubble" provisions to exclude combining of Oil and Grease loadings for separate outfalls.
This action was subsequently successfully challenged. As a result, in December 2005,
EPA published a final rule restoring the provision that allows the use of alternative Oil
and Grease limits in NPDES permits. The provision allows flexibility for iron and steel
facilities to trade identical pollutants within a mill that discharges into surface waters at
more than one location. Such facilities are subject to a combined mass limitation for the
grouped outfalls rather than subject to mass limitations for each individual outfall. The
rule prohibits establishing alternative effluent limits for cokemaking and sintering process
wastewater unless they meet the applicable effluent limitations standards.
Consistent with the "water bubble" provisions of the December 2005 final rule, the 2007
draft permit reallocated 350 lb/day of Oil and Grease from outfall 030 to outfall 034 as a
monthly average. Similarly, under the October 14, 2009, draft permit, the total quantity
of Oil and Grease discharged from the combined outfalls would not be allowed to exceed
the previous allowed mass limits. In addition, neither the cokemaking process nor
sintering process wastewater would discharge through outfalls 030 and 034. EPA
believes that the October 14, 2009, draft permit is written in conformance with the federal
ELG and, because it does not authorize an increase in Oil and Grease loadings from the
facility as a whole, does not constitute impermissible backsliding.
In response to the comment that technology exists to eliminate 80 percent or more of the
pollution from the basic integrated iron and steel making process, EPA notes that permit
limits are established based on national effluent guidelines or, where these do not exist,
best professional judgment of the permit writer. Where these limits are not sufficient to
protect water quality standards, the permit must include water quality based effluent
limits. EPA believes that IDEM has included appropriate technology-based, and water
quality-based limits in the October 14, 2009, draft permit for U.S. Steel.
Comment
Total Suspended Solids
A commenter stated that the draft permit establishes a monthly average limit for Total
Suspended Solids (TSS) which exceeds the technology based effluent limitation by 30
lb/day at internal outfall 604.
EPA Response
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EPA agrees that there was an inconsistency between the 2007 draft permit fact sheet and
2007 draft permit for the TSS monthly average mass limits at internal outfall 604. The
2007 draft permit included a limit of 3269 lb/day whereas page 17 of the 2007 draft
permit fact sheet stated that the limit should be 32391b/day as a monthly average. The
TSS mass limits for internal outfall 604 were recalculated based on new production data
for the October 14, 2009, draft permit and the new limits are 2901 lbs/day as monthly
average, and 6455 lbs/day as daily maximum.
Comment
Total Lead
A number of comments expressed the concern that the draft permit does not include a
technology based effluent limitation for lead at internal outfall 603, and instead only
includes monitoring and reporting requirements for lead.
EPA Response
As described in the fact sheet for the October 14, 2009, draft permit, technology based
effluent limitations for lead at internal outfall 603 were calculated to be 7.92 lbs/day as
monthly average mass limitation, and 24.23 lbs/day as a daily maximum mass limitation.
IDEM calculated more stringent water quality based limits of 6.1 lbs/day as a monthly
average, and 12 lbs/day as daily maximum at the external outfall 028/030. The more
stringent lead limits at the external outfall 028/030 satisfy the technology based
requirements of the Clean Water Act, thus the permit does not include a limit on the
internal outfall.
2.E Water Quality-Based Effluent Limits
Comment
Absence of Water Quality Based Effluent Limitations for Certain Parameters
A number of commenters raised concerns about the following specific parameters for
which water quality based effluent limits were not included in the draft permit: ammonia,
metals, cyanide, freeze protection chemicals and parameters identified in the Toxic
Release Inventory (TRI). Some commenters argued that limits should not be eliminated
based on historical data and that limits are necessary for every parameter found in the
effluent. Commenters were concerned that, in the absence of limits, U.S. Steel would be
authorized to discharge unlimited amounts of parameters found in their effluent.
EPA Response
EPA regulations require that permits include water quality based effluent limits if, after
technology based limits are applied, a discharge will have the "reasonable potential" to
cause or contribute to causing to an excursion above the water quality criteria contained
in a state's water quality standards. The "reasonable potential" analysis is a procedure by
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which the concentration of pollutant parameters in an effluent is compared to water
quality standards. The effluent quality is extrapolated to a rigorous worst case
concentration based on existing effluent variability and maximum documented effluent
concentration. Site-specific information such as information regarding background flow
rate and pollutant concentrations, and effluent flow rate is also considered in order to add
additional confidence in the results. Where the worst case concentration would exceed or
contribute to exceedences of water quality standards, water quality based effluent
limitations are calculated and placed into permits as enforceable effluent limits.
In its permit application, U.S. Steel was required to identify all of its manufacturing
processes, operations, waste streams and treatment facilities associated with the
pollutants that it seeking authorization to discharge. U.S. Steel was also required to
provide monitoring information showing the pollutants levels in its discharges resulting
from processes, operations and treatment provided data for over 126 parameters for each
affected outfall, including additional parameters where it had evidence or reasonable
belief would be in the discharges. These data were reviewed in accordance with the
reasonable potential procedures in IDEM's rules at 327 IAC 5-2-11.6. The water quality
criteria against which the results of the reasonable potential analysis were compared are
found at 327 IAC 2-1.5. IDEM then calculated water quality based effluent limitations
for those parameters for which it determined there exists the reasonable potential for the
discharge to cause or contribute to exceedences of water quality standards. Where no
water quality standards exist for a particular parameter, the narrative water quality criteria
at 327 IAC 2-1.5-8(b)(l)(E) were interpreted against the results of the reasonable
potential analysis. Because of the conservative nature of the reasonable potential analysis
process and the water quality based effluent limitation derivation methodology, if a
parameter was determined not to be in the effluent at concentrations that could cause or
contribute to exceedences of water quality standards, EPA believes effluent limits are not
required for that pollutant. EPA believes that the October 14, 2009, draft permit for U.S.
Steel includes all appropriate water quality based effluent limitations.
In performing the reasonable potential analysis the effluent data are reviewed to ensure
only data that are reflective of effluent quality are used in the analysis. All available data
should be used unless there is a clear indication that the data are not representative. For
example, older data may not be representative if they precede changes in production or
waste treatment processes that would affect effluent quality. On the other hand, older
data should not be excluded simply because of their age, if there is nothing to indicate
that such data are not representative.
The TRI data were not directly considered by EPA in its review of the draft permit. TRI
data are annual summaries of expected emissions of parameters and provide no indication
of expected effluent quality. TRI data are also summarized by parameters that are
defined in ways often inconsistent with how water quality criteria are expressed, or with
how data are gathered for effluent quality and receiving stream quality. For example,
some parameters are reported in TRI as mixtures of specific chemicals for which water
quality criteria are not derived, and these mixtures may contain chemicals not likely to be
present in the U.S. Steel discharges. The toxicity of such mixtures in the aquatic
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environment cannot be readily determined, nor would the toxicity be consistently known
as the mixture composition varies.
The October 14, 2009, draft permit contains additional limits on whole effluent toxicity
(WET). This parameter, which measures the toxicity of the complete effluent matrix,
complements chemical-specific water quality based effluent limitations. WET measures
the synergistic effects on toxicity between the different parameters and any effect that the
effluent itself may have on them. WET limits are intended to ensure effluents are not
toxic due to unknown or unquantified parameters in the effluent, or any interactions that
may occur between the effluent constituents.
In addition, Part I.B of the October 14, 2009, draft permit contains the following narrative
effluent limitations that apply in addition to the pollutant-specific numeric limitations,
and so provide an additional safeguard addressing the concerns expressed by this
comment:
B. NARRATIVE WATER QUALITY STANDARDS
At all times the discharge from any and all point sources specified within
this permit shall not cause receiving waters:
1.	including the mixing zone, to contain substances, materials,
floating debris, oil, scum, or other pollutants:
a.	that will settle to form putrescent or otherwise
objectionable deposits;
b.	that are in amounts sufficient to be unsightly or deleterious;
c.	that produce color, visible oil sheen, odor, or other
conditions in such degree as to create a nuisance;
d.	which are in amounts sufficient to be acutely toxic to , or to
otherwise severely injure or kill aquatic life, other animals,
plants, or humans;
e.	which are in concentrations or combinations that will cause
or contribute to the growth of aquatic plants or algae to
such a degree as to create a nuisance, be unsightly, or
otherwise impair the designated uses.
2.	outside the mixing zone, to contain substances in concentrations
which on the basis of available scientific data are believed to be
sufficient to injure, be chronically toxic to, or be carcinogenic,
mutagenic, or teratogenic to humans, animals, aquatic life, or
plants.
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Finally, as noted above, U.S. Steel identified all of its manufacturing processes,
operations, waste streams and treatment facilities in its permit application; as well as
monitoring information representative of the pollutant levels in discharges from those
processes, operations, waste streams and treatment facilities. Given the conservative
nature of the reasonable potential "worst case" effluent quality extrapolation described
above, it is extremely unlikely that U.S. Steel will discharge pollutants above the levels
that were used in determining reasonable potential unless U.S. Steel changes the
manufacturing processes, operations, waste streams and treatment facilities identified in
the permit application; and discharges associated with manufacturing processes,
operations, waste streams and treatment facilities that were not identified in the permit
application would not be authorized by the permit. See EPA's July 1, 1994 "Policy
Statement on Scope of Discharge Authorization and Shield Associated with NPDES
Permits," which can be viewed at
www.epa.gov/compliance/resources/policies/civil/cwa/shield.pdf.
Comment
5-dav Carbonaceous Oxygen Demand (CBODv,
One of EPA's grounds for objecting to the U.S. Steel permit was that the draft permit did
not contain appropriate monthly average water quality based concentration limits for
carbonaceous oxygen demand (CBOD5) at outfall 034, in accordance with Attachment
IV, Table 10 to the fact sheet for the 2007 draft permit. EPA received several comments
in support of this objection.
EPA Response
EPA's October 2007 letters specifically objected because the 2007 U.S. Steel draft permit
did not contain appropriate monthly average water quality based concentration limits for
carbonaceous oxygen demand (CBOD5) at outfall 034, in accordance with Table 10
found in Attachment IV to the fact sheet for the 2007 draft permit.
Table 10 in Attachment IV indicated that monthly average concentration limits are
necessary for CBOD5. In the fact sheet for the October 14, 2009, draft permit, IDEM has
provided information and explanation as to why CBOD5 mass limitations are appropriate
for this permit, and why concentration limits for CBOD5 are not needed.
In the 2007 draft permit fact sheet, Attachment IV, Table 10, IDEM applied procedures
for calculating concentration limits that are intended to apply only to individual toxic
pollutants, and are not intended to be used for pollutants that impact instream dissolved
oxygen, such as CBOD5. IDEM has clarified that the mass limitations for CBOD5 are
based on a wasteload allocation (WLA) for dissolved oxygen developed for the Grand
Calumet River and Indiana Harbor Canal in 1992. This WLA determined the mass of
deoxygenating waste that could be discharged and still meet water quality criteria for
dissolved oxygen. This mass was divided among all sources of deoxygenating waste,
including U.S. Steel, and mass limits were included in the U.S. Steel permit.
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EPA is satisfied that inclusion of the mass limit based on the WLA will be protective of
the dissolved oxygen water quality criteria, and so monthly average water quality based
concentration limits for CBOD5 are not necessary at outfall 034.
Comment
Need for Water Quality Based Effluent Limitations Where Limitations on Internal
Outfalls are Not Sufficient to Protect Water Quality
Some commenters requested that EPA ensure the mass limitations set at internal outfalls
be no less stringent than the limitations set at associated external outfalls. In some cases
where the permit did not include limitations at external outfalls, commenters felt that
limitations at internal outfalls were not protective of water quality. In particular concerns
were expressed regarding limitations for ammonia and free cyanide. For cyanide, the
commenters felt that if all allowable loading of total cyanide at internal outfall 501 was in
the form of free cyanide, this would not be protective of water quality when discharged
through external outfall 005.
EPA Response
Ammonia limits: In the October 14, 2009, draft permit, IDEM has made revisions
intended to resolve concerns related to ammonia discharges at outfall 005. First the
loading limit for internal outfall 501 has been reduced. As a result, process wastewaters
which discharge through external outfall 005 must first comply with the loading limit at
internal outfall 501. This limit represents a reduction of approximately 87% compared
with the previously issued permit, and is fully protective of water quality. IDEM's
reasonable potential analysis indicates that the discharge from outfall 005, even if it
occurs at the maximum loading rate allowed by the loading limits on internal outfall 501,
does not have the reasonable potential to cause or contribute to an exceedance of water
quality standards for ammonia. Consequently, there is no need for a water quality based
effluent for ammonia for external outfall 005. As a result, the ammonia limit at outfall
005 has been removed.
Free cyanide limits: IDEM has included appropriate water quality based effluent
limitations for free cyanide for discharges from outfall 005 that are based upon the site-
specific free cyanide criteria approved by EPA on October 3, 2005, and U.S. Steel is
required to comply with those limits in addition to the loading limits imposed on internal
outfall 501. Consequently, the permit does not authorize discharges of free cyanide at
levels which would not be protective of water quality.
Comment
Water Quality Based Effluent Limitations for Oil and Grease
Some commenters felt that a water quality based effluent limitation should have been
imposed for oil and grease.
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EPA Response
As noted above, the October 14, 2009, draft permit contains technology-based effluent
limitations on oil and grease, and the commenters have not included any information
suggesting that those limitations are not adequate to achieve any applicable water quality
standards. Moreover, Part I.B of the October 14, 2009, draft permit includes narrative
effluent limitations which, among other things, provide that U.S. Steel's discharges shall
not cause the receiving stream, including the mixing zone, to contain substances,
materials, floating debris, oil, scum, or other pollutants (a) that are in amounts sufficient
to be unsightly or deleterious; or (b) that produce color, visible oil sheen, odor, or other
conditions in such degree as to create a nuisance. Finally, any potential toxicity
associated with oil or grease will be controlled through water quality based effluent
limitations for WET. EPA, therefore, does not believe that additional water quality based
effluent limitations are necessary for oil and grease.
Comment
Water Quality Based Effluent Limitations for Whole Effluent Toxicity (WET)
Several commenters raised concerns over the adequacy of whole effluent toxicity (WET)
limits at several outfalls, particularly outfalls 010, 028/030, and 034. Some commenters
noted that limits were missing or were inadequate at these outfalls. In addition, some
commenters sought clarification on what the WET limits represented.
EPA received a number of comments in support of EPA's objections regarding WET.
EPA Response
In its letter of October 1, 2007, EPA raised a number of concerns about the absence of
WET limitations at outfalls 010 and 028/030, and questioned why the effluent limits for
outfall 034 were different from the wasteload allocation published in Attachment IV,
Table 15 of the 2007 draft permit fact sheet.
WET at outfall 010: In its letter of October 1, 2007, EPA objected to the absence of
WET effluent limitations on discharges from outfall 010 after reviewing available data
back to 1994. IDEM has since demonstrated that data prior to 1996 should not be used
because of process or treatment changes that occurred subsequent to those sampling
events, and therefore these data were no longer representative of the discharge.
Eliminating the data prior to 1996 resulted in a finding of no reasonable potential and so
water quality based effluent limitations were not considered needed. One additional
sample was collected in March 2008. That sample did not show any toxicity under acute
or chronic exposures for both species tested. EPA is satisfied that WET limits are not
necessary for outfall 010. It is also important to note that, as IDEM discussed in the fact
sheet accompanying the October 14, 2009, draft permit, U.S. Steel has indicated that
discharge from outfall 010 will be re-routed to outfall 005, where existing effluent limits
for WET will remain.
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WET at outfall 028/030: These outfalls are combined and treated similarly because they
are discharge points from the same lagoon pond and contain the same treated waste
water. One of the grounds for EPA's objection was that the draft permit did not contain
WET limitations on discharges from outfall 028/030, despite the fact that the 2007 draft
permit fact sheet, Attachment IV, Table 15, indicated that a chronic toxicity limitation of
2.8 TUC was necessary to protect water quality.
In 2008, U.S. Steel performed additional WET testing on discharges from outfall 030,
with none of the samples showing toxicity in the discharges. As a result of the fact that a
far more robust data set is now available than was available prior to the 2007 draft permit
for characterizing the toxicity of discharges from outfall 028/030, IDEM's statistical
reasonable potential procedures (as promulgated at 40 CFR 132.6) specified use of a
smaller multiplier to project a "worst case" effluent quality. Consequently, after taking
into account all of U.S. Steel's WET monitoring data—including sampling data from
prior to 1996 all the way up to the 2008 WET data—IDEM's reasonable potential
procedures no longer project that there is reasonable potential for U.S. Steel's discharges
from outfall 028/030 to cause or contribute to causing exceedances of Indiana's WET
criteria; and so there is no need to impose WET effluent limits at this outfall.
WET at outfall 034: EPA objected to the draft permit because it did not include limits
consistent with Attachment IV, Table 15 of the 2007 draft permit fact sheet, which
indicated a chronic toxicity limitation of 3.1 TUC is necessary for discharges from outfall
034. The draft permit instead contained a chronic toxicity limitation of 3.3 TUC.
As explained in the fact sheet accompanying the October 14, 2009, draft permit, the
reasonable potential analysis for WET in Table 15 had not been updated since a "State
Fast Track" rulemaking was approved by EPA on October 3, 2005, (approving changes
to water quality standards) and on March 2, 2006 (approving changes to the NPDES
program). The Fast Track rulemaking changed the manner in which wasteload
allocations for whole effluent toxicity are translated into permit limits. Instead of being
statistically derived, the monthly average is now equal to the chronic wasteload allocation
and the daily maximum is now equal to the acute wasteload allocation. Therefore, the
prior statistically-derived limit of 3.1 TUc should have been replaced by the wasteload
allocation value of 3.6 TUc. EPA is satisfied that the limit of 3.6 TUC is the appropriate
WET limit to include in the permit, and that this objection has been addressed.
Comment
Water Quality Based Effluent Limitations for Temperature
Commenters expressed general concern over the thermal impacts from the U.S. Steel
facility. Some commenters expressed the opinion that any increase in the temperature of
Lake Michigan as a result of U.S. Steel's discharge be limited to no more than 1 degree
Fahrenheit above the background ambient temperature. Commenters also argued that the
previous absence of salmonid species in the Grand Calumet is related to levels of
historical thermal discharges indicating that thermal limitations were not sufficiently
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protective (Thomas Simon and Paul Stewart study titled "Implications of Chinook Salmon
Presence on Water Quality Standards in a Great Lakes Area of Concern").
EPA Response
EPA is satisfied that the permit includes limits, appropriately based on the current water
quality standards, to protect water quality with respect to the thermal discharges. EPA's
objection was to the schedules of compliance to implement those limitations. The
comments referenced above indicate a belief that the water quality standards are
inappropriate for the receiving waters rather than that limitations are inappropriate. EPA
suggests that these matters be raised to the State during the next triennial review of the
State's water quality standards.
Comment
Need for Section 316(a) Study
Commenters discussed the need for an updated 316(a) alternate thermal effluent study.
EPA Response
U.S. Steel has not been granted relief from temperature requirements through an
alternative effluent limitation under the Section 316(a) of the Clean Water Act.
Therefore, the facility is required to comply with the EPA-approved thermal water
quality standards contained in 327 IAC 2-1.5-8, Table 8-5 and 8-6, and there is no need
for an updated 316(a) study.
Comment
Temperature Monitoring Requirements
Commenters also expressed the opinion that the proposed monitoring requirements in the
permit for temperature are insufficient as they do not require continuous monitoring for
all outfalls.
EPA Response
EPA believes that the proposed monitoring will adequately assess the thermal discharges
from this facility. The permit requires continuous monitoring at the three compliance
points in the Grand Calumet River and periodic grab sampling at individual outfalls. The
three compliance points are located near the outfalls with the greatest thermal loading but
assess the thermal loading from all of the individual outfalls. The grab sampling will
serve to better understand how the thermal load measured at the compliance point is
allocated between the individual outfalls. All of the outfalls to Lake Michigan will be
continuously monitored. EPA believes this level and type of monitoring is sufficient to
ensure that the effluent limitations are met and that the water quality is protected in the
receiving waters.
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Comment
Need for Cooling Towers
Commenters asked whether cooling towers would be required to address the thermal
impacts if this were a new facility.
EPA Response
NPDES permits must include all effluent limitations necessary to comply with applicable
effluent limitation guidelines (technology-based effluent limitations), and water quality
based effluent limitations where reasonable potential exists to cause or contribute to an
exceedance of water quality standards. 40 CFR Part 420—Effluent Limitation Guideline
for Iron and Steel Manufacturing does not address thermal loading. The permit does
specify thermal effluent limitations to comply with thermal water quality standards and
EPA believes those are appropriate.
EPA generally does not specify the technologies that a discharger must install to meet
these limitations although the effluent limitation guideline development documents often
indicate technologies that can provide the necessary treatment. However, a discharger is
generally free to install and utilize any process/treatment as long as the discharge will
comply with all applicable effluent limitations. For the reasons discussed above,
although the permit need not explicitly require cooling towers as a condition of the
permit, U.S. Steel may determine that they are necessary to comply with the thermal
effluent limitations based upon water quality standards.
2.F Compliance Schedules
Comment
Schedules of Compliance for Water Quality Based Effluent Limitations
EPA received numerous comments supporting its objection to the draft permit for
including compliance schedules without adequate justification that (a) a compliance
schedule was necessary and appropriate, and (b) the schedule required compliance as
soon as possible. Some commenters also asserted that the compliance schedules in the
draft permits violated federal requirements because they lacked specific interim
requirements. Finally, a number of commenters argued that one of the factors that should
be taken into account in establishing compliance schedules in this permit is that a number
of the numeric criteria and procedures for including water quality based effluent
limitations in NPDES permits were developed in the mid to late 1990s in the context of
the Water Quality Guidance for the Great Lakes System at 40 CFR Part 132.
EPA Response
The October 14, 2009, draft permit includes a number of changes to compliance
schedules. These changes include shortening and removing schedules for some
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pollutants. In other cases, IDEM has provided justification for the original compliance
schedules.
EPA believes that IDEM has adequately demonstrated in the fact sheet accompanying the
October 14, 2009, draft permit that all of the compliance schedules in the October 14,
2009, draft permit are necessary and appropriate, require compliance as soon as possible,
and contain appropriate interim requirements consistent with 40 CFR 122.47 and the
requirements of 40 CFR Part 132, Appendix F, Procedure 9. Finally, although EPA
agrees with commenters that the date on which water quality standards and NPDES
permitting provisions were developed and adopted is relevant in assessing compliance
schedules, another relevant factor is the date that those standards and provisions were
first applied in developing an NPDES permit for the permittee requesting the compliance
schedule.
Summary of changes to schedules of compliance provisions:
Free Cyanide at outfall 005
The compliance schedule for Free Cyanide at outfall 005 was removed from the permit.
For Benzo(a)pvrene (BaP) at outfalls 005 and 010
The schedule for meeting limitations at outfall 005 has been shortened from 5 years to 34
months. Non-contact cooling water currently discharged via outfall 010 will be re-routed into
the non-contact cooling waters that are discharged via outfall 005. Outfall 010 will be eliminated
within 24 months.
Copper at outfall 018
IDEM has demonstrated that there is no reasonable potential to cause or contribute to
exccedances of WQS for copper at outfall 018, so there is no longer a need for a water quality
based effluent limitations or compliance schedule for copper for that outfall.
For Copper. Ammonia and Zinc at outfall 040
U.S. Steel will be closing outfall 040 before the effective date of the permit, and so is no longer
seeking permit authorization to discharge through that outfall. Consequently, the October 14,
2009, draft permit does not propose to authorize discharges through that outfall, eliminating the
need for effluent limits and compliance schedules for outfall 040.
Mercury at outfalls 005. 010. 015. 018. 019. 020. 028/030. and 034
Monitoring data indicate that, at times, U.S. Steel's discharges contain mercury at levels in
excess of the mercury water quality based effluent limitations, and that end-of-pipe treatment
will be required to reduce mercury to levels below the limitations. Given the current state of
knowledge about the applicability and utility of end-of-pipe treatment at a facility such as this
one to reduce mercury, it will be necessary for U.S. Steel to undertake the lengthy process set
forth in Part I.E of the October 14, 2009, draft permit to select and construct end-of-pipe
treatment technologies necessary for U.S. Steel to reduce mercury to levels below the mercury
effluent limitations. U.S. Steel has demonstrated that the identification, evaluation, engineering
design, procurement, construction, modification of permits to allow construction and start-up of
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new end-of-pipe treatment facilities necessary to bring these outfalls into compliance with the
final discharge limits will take five (5) years. Based on this information, EPA believes that the
5-year compliance schedule for mercury in the October 14, 2009, draft permit is appropriate and
consistent with 40 CFR 122.47.
Whole Effluent Toxicity (WET)
Outfall 034 - IDEM has removed the compliance schedule for WET limitations at outfall
034 in the October 14, 2009, draft permit.
Outfall 005 - U.S. Steel conducted a treatability study of a technology (sand filtration) to reduce
Benzo(a)pyrene (BaP) in outfall 501 in order to achieve compliance with BaP limitations at
outfall 005. Based on this treatability study, it appears that polyaromatic hydrocarbons found in
treated coke plant wastewater, of which BaP is an indicator chemical, are the cause of the
toxicity in the effluent discharged from outfall 005. To reduce BaP (and therefore polyaromatic
hydrocarbons) in discharges from outfall 005 in sufficient amounts to ensure that U.S. Steel can
comply with its WET limitations at outfall 005, U.S. Steel needs to install sand filtration. This
should take 34 months to complete, and so IDEM has appropriately included a 34-month
compliance schedule for meeting the WET limits at outfall 005, which parallels the 34-month
compliance schedule for meeting BaP limitations at outfall 005.
Compliance Schedule for Temperature Limitations
Comment
EPA received numerous comments on its objection to the draft permit for inclusion of
schedules of compliance for meeting continuous temperature monitoring. Commenters
stated that Indiana regulations require schedules of compliance to be consistent with the
requirements for obtaining variances to water quality standards. Commenters also
addressed the time that U.S. Steel has had since the prior permit expiration to make
changes.
EPA Response
EPA's objection was based upon the fact that IDEM did not provide adequate
justification for the inclusion of a compliance schedules for temperature-related
conditions in the permit. The fact sheet did not provide information to explain why
compliance schedules were appropriate for these permit conditions, or information to
demonstrate that the proposed schedule would bring the permittee into compliance as
soon as possible.
EPA does not agree with the comment that schedules of compliance must be consistent
with the requirements to obtain a variance. Schedules of compliance are used to allow a
permittee to come into compliance with an effluent limitation. Variances are used to
establish alternative water quality standards for a facility that are then used to calculate
appropriate effluent limitations. They are distinct and separate actions with their own
implementing regulations.
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With regard to the schedule of compliance itself, IDEM has provided within the fact
sheet accompanying the October 14, 2009, draft permit a more rigorous explanation of
the need for the compliance schedule. EPA is satisfied that the compliance schedule is
necessary, appropriate, and that it requires that compliance be achieved as soon as
possible.
Schedules of Compliance for Meeting Technology Based Limitations
Comment
A commenter stated that the permit must require immediate compliance with the Federal
Effluent Limitation Guideline. (EPA issued its final rule revising the Clean Water Act
effluent limitations guidelines and standards, 10/17/2002.)
EPA Response
EPA agrees that permit compliance schedules may not be given for technology based
effluent limitations. The October 14, 2009, draft permit does not include any compliance
schedules for coming into compliance with any technology based effluent limitations.
2.G Cooling water intake structure controls
Comment
EPA objected to the draft permit, in part, because the permit did not include requirements
implementing a best technology available (BTA) determination for cooling water intake
structures as required by Section 316(b) of the Clean Water Act and federal regulations at
40 CFR 122.44(b)(3) and 125.90(b). EPA received a number of comments on the
objection. Some commenters stated that previous permits had included a BTA
determination for this facility, and said that the BTA determination was still sufficient for
the facility.
EPA Response
EPA's objection was based upon the absence of both the requirements implementing a
BTA determination in the permit and any rationale regarding BTA in the fact sheet. In
response to the comment that the existing BTA determination is sufficient, EPA's
position is that 316(b) determinations should be reassessed at each permit re-issuance to
ensure that conditions in the permit reflect the BTA at that time. In the October 14, 2009,
draft permit, IDEM has included sufficient permit conditions using best professional
judgment (BPJ) as required by 40 CFR 125.90(b) and has adequately documented its
decision in the fact sheet accompanying that draft permit.
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The October 14, 2009, permit requires the U.S. Steel Gary Works facility to operate the
intakes in the manner consistent with the operational description provided for the BTA
determination including ensuring that the velocity through the intake screens does not
exceed 0.5 ft/s. Impingement and entrainment monitoring at the Lakeside, #2 Pump
Station and #1 Pump Station intakes is required for the life of the permit. The permit also
requires an evaluation of the fish return systems at applicable intakes to assess whether
they minimize impingement mortality.
Comment
Commenters identified that the studies at the facility were conducted in the 1970's and
that, in their opinion, ecological conditions have changed in the surrounding waters.
They indicated that a new study must be conducted to provide representative data of the
current biological community and conditions.
EPA Response
EPA believes that the monitoring required by the October 14, 2009, permit will improve
the understanding of the current environmental impact of the cooling water intake
structures at the U.S. Steel Gary Works facility. The permit requires impingement and
entrainment monitoring at the Lakeside, #2 Pump Station and #1 Pump Station intakes.
If that data indicate that a more rigorous evaluation is necessary to update the existing
biological community information, that issue will be appropriately addressed in the next
permit reissuance.
Comment
Commenters referenced the "Riverkeeper II" decision by the Second Circuit Court of
Appeals related to cooling water intake structure requirements for existing facilities, and
called for permit requirements to be consistent with that decision.
EPA Response
The Riverkeeper II decision was issued after the Second Circuit's review of EPA's
316(b) Phase II rule for Large Existing Power Plants. Thus that decision is not directly
applicable to the U.S. Steel Gary Works facility as it is not covered under that regulation.
However, EPA agrees that the best professional judgment process should consider
judicial decisions on 316(b) issues, even if not directly applicable. EPA believes that the
permit requirements that IDEM has developed under 40 CFR 125.90(b) are consistent
with that decision.
2.H Storm water requirements
Comment
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EPA received numerous comments regarding the storm water pollution prevention plan
(SWPPP) requirements in the draft permit. Commenters addressed permitting authority
review of the SWPPP, availability of the SWPPP during the notice and comment period,
including requests for public hearings, and stated that the SWPPP requirements should be
explicitly incorporated into the permit. Commenters cited Environmental Defense
Center. Inc. v. EPA (EPF) and Waterkeeper Alliance. Inc. v. EPA (Waterkeeper) to
support their claim. Commenters also questioned whether the SWPPP has been properly
updated, that monitoring and reporting requirements in the 2007 draft permit were
deleted, and that additional provisions in the 2007 draft permit undermine the
requirements of the Clean Water Act.
EPA Response
In response to these comments, IDEM has substantially rewritten the SWPPP
requirements in the October 14, 2009, draft permit, so that they closely track EPA's
Multi-Sector General Permit for Storm Water Discharges Associated with Industrial
Activities. As explained at length in the EPA Fact Sheet for that General Permit, which
is available at http://www.epa.gov/npdes/pubs/msgp2008_finalfs.pdf, the provisions in
EPA's General Permit are consistent with the Clean Water Act, EPA's implementing
regulations, and various judicial decisions relevant to storm water permitting issues.
Because the revised storm water provisions in IDEM's October 14, 2009, draft permit
also follow this approach, EPA believes these are also consistent with the Clean Water
Act and EPA regulations.
2.1 Total Maximum Daily Loads (TMDL)
Comment
Some commenters noted that the Grand Calumet River (GCR) is identified on the CWA
Section 303(d) list as being 'impaired' with respect to certain pollutants, including
ammonia, cyanide, oil and grease, mercury, and that the biotic community in the GCR is
impaired. The commenters noted that although IDEM has designated the headwaters of
the GCR under Section 303(d) as impaired, IDEM has not developed a Total Maximum
Daily Load (TMDL) or specified alternative measures to restore waters affected by these
impairments. Commenters also stated that IDEM must complete TMDL for waters listed
as impaired.
EPA Response
The term "303(d) list" refers to the list of impaired and threatened waters (stream/river
segments, lakes) that the Clean Water Act requires all states to submit for EPA approval
every two years. The states identify all waters where required pollution controls are not
sufficient to attain or maintain applicable water quality standards, and establish priorities
for development of TMDLs based on the severity of the pollution and the sensitivity of
the uses to be made of the waters, among other factors (40 C.F.R. §130.7(b)(4)). States
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then provide a long-term plan for completing TMDLs within 8 to 13 years from first
listing.
EPA policy allows states to remove waterbodies from the list after they have developed a
TMDL, after other changes to correct water quality problems have been made, or as a
result of a change in water quality standards. As described in the fact sheet
accompanying the October 14, 2009, draft permit, IDEM is considering removing the
GCR from the 303(d) list with respect to ammonia and free cyanide. Any decision to
remove a waterbody from a State 303(d) list can only be done during the biennial 303(d)
listing process. The State's delisting decision is subject to public notice and EPA review
and approval. To the extent that the GCR remains on the 303(d) list for other pollutant
parameters, IDEM is required by the Clean Water Act to ultimately develop a TMDL or
TMDLs for the GCR for those pollutant parameters.
2.3. Antidegradation and Antibacksliding
Comment
One commenter stated that analysis was necessary to determine if the permit limits were
as restrictive as those in the previous issued permit in order to meet EPA antibacksliding
requirements.
EPA's Response
As described above in Section I.G, antibacksliding, in the context of the Clean Water Act
NPDES permitting program, refers to a general prohibition on the relaxation of certain
effluent limitations in reissued permits, subject to important exceptions set forth in
Section 303(d)(4) and 402(o)(2) of the Clean Water Act and 40 CFR 122.44(1)(1). EPA
agrees that the NPDES permit must meet these requirements. Moreover, where one of
these antibacksliding exceptions is met, the relaxation of limits must nevertheless comply
with the state's antidegradation policy. A general discussion of antidegradation is
provided in Section I.F, above.
Comment
A number of commenters supported EPA's objections pertaining to antidegradation.
Those objections were based upon the fact that the draft permit contained new limitations
for copper, silver, nickel, cadmium, hexavelent chromium, total cyanide, zinc, and lead at
internal outfall 604. The draft permit also contained effluent limitations that would allow
discharges of zinc through internal outfall 603 to increase beyond the levels set forth in
the previous permit for this facility. EPA stated that it was not clear whether the state's
antidegradation requirements had been met.
EPA Response
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EPA had expressed concern regarding the inclusion of new limits at internal outfall 604.
IDEM has clarified that these limits are technology-based effluent limits (TBELs) which
were added to rectify a deficiency in the previously-issued permit. That permit lacked
TBELs required by effluent limitation guidelines at 40 CFR Part 433. EPA supports
IDEM's decision to add appropriate TBELs at internal outfall 604. (In the October 14,
2009, draft permit, IDEM has re-calculated the TBELs based upon the new production
data; and these are more stringent than the 2007 draft permit.) The new limits do not
represent an increase in pollutant loadings at the facility. EPA has reviewed this situation
and is satisfied that it is consistent with state's antidegradation procedures.
As a further note, in a few cases the new TBELs were determined to be insufficient to
protect water quality, should pollutants be discharged at TBEL levels. In these cases,
even though the facility has not demonstrated the reasonable potential to cause an
exceedance of water quality standards, IDEM has included more stringent water quality-
based limits for copper, lead, silver, and cadmium at the corresponding external outfall
034. In the case of nickel, hexavelent chromium, zinc, and total cyanide, IDEM
determined that the new TBELs for these pollutants at the internal outfalls are sufficient
to protect the water quality, and additional limits are not needed at external outfall 034.
In the July 4, 2007, draft permit, IDEM proposed to remove limits for chromium (total) at
outfall 034, and add new TBELs for chromium (total) at internal outfall 604. EPA
objected to this because the permit appeared to allow for an increase in loading of
chromium (total), which was not supported by an anti degradation analysis.
In the October 14, draft permit, IDEM has re-calculated more restrictive TBELs for
chromium (total) at internal oufall 604, based upon the new production data. The
proposal does not allow an increase in chromium (total)compared to the previously issued
permit. IDEM determined that discharges at the maximum allowable level at internal
outfall 604 do not have the reasonable potential to cause or contribute exceedances of the
water quality standard for chromium (total) at external outfall 034. For this reason it is
appropriate not to include a water quality based effluent limitation for chromium (total) at
external outfall 034. EPA is satisfied that IDEM has followed its anti degradation
procedures with respect to chromium (total) at this outfall.
In the 2007 draft permit, IDEM proposed to increase the mass limits for zinc at internal
outfall 603. However, in the October 14, 2009, draft permit, IDEM has proposed to
retain the zinc mass limits found in the previously issued permit. EPA is satisfied that
this revision addresses any concern regarding antidegradation regarding zinc at internal
outfall 603.
Comment:
A number of commenters raised concerns that the IDEM's proposal to remove pollutants
limits that were contained in the previously issued permits needed to be justified
following an antidegradation review.
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EPA Response:
EPA reviewed all the instances where IDEM proposed to remove limits. Generally these
were situations where, based on new information, IDEM determined that there was no
reasonable potential to cause or contribute to violations of water quality standards.
Removing water quality-based limits in such situations is acceptable, and does not
constitute a lowering of water quality that would trigger antidegradation review.
Comment:
A commenter raised the concern that proposed discharge limits for cyanide at outfall
005/010 represent backsliding.
EPA Response:
Proposed limitations in the 2007 draft permit would have allowed for an increased mass
discharge of free cyanide at outfall 005/010 during certain times of the year. In the
October 14, 2009, draft permit, IDEM has revised the limitations for free cyanide to be
equal to, or more stringent than, those in the previously issued permit. Specifically, the
mass limitation in the October 14, 2009, draft permit effective during Season 1, has been
set equal to that in the previously issued permit, and the concentration limitation during
Season 1 has been made more restrictive than in the previously issued permit. This
addresses any concern regarding backsliding with respect to free cyanide.
2.K. Great Lakes Initiative
Comment
A number of commenters expressed the opinion that U.S. Steel should be held to higher
standards related to the discharge of mercury.
EPA's Response
As described earlier in this response to comment document, the Clean Water Act and
EPA's implementing regulations require that, to the extent that U.S. Steel's discharges
have the reasonable potential to cause or contribute to causing exceedances of the
mercury criteria in Indiana's water quality standards, the permit must contain appropriate
water quality based effluent limitations for mercury. Federal law also allows IDEM to
include compliance schedules, where appropriate, in certain limited circumstances,
provided that, among other things, the compliance schedule requires compliance as soon
as possible. As described in Section 2.F, above, the October 14, 2009, draft permit
contains appropriate mercury water quality based effluent limitations and appropriate
compliance schedules. EPA does not agree that U.S. Steel should be held to a higher
standard than being obligated to comply with its water quality based effluent limitations
for mercury in accordance with the October 14, 2009, draft permits compliance schedule.
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2.L. Monitoring requirements
Comment
One commenter asked whether the permit will require U.S. Steel to sample immediately
prior to discharge in addition to after the mixing zone. The same commenter suggested
that IDEM should require actual instream biological monitoring for the receiving
waterbodies and/or watershed in addition to bench scale testing for the toxicity of
wastewaters under this permit.
EPA Response
One purpose of the NPDES permitting effluent limitation process is to translate instream
water quality criteria and water quality conditions into end-of-pipe discharge limitations
necessary to protect water quality. Consequently, EPA believes that monitoring
requirements generally should apply at the point of discharge. The October 14, 2009,
draft permit is consistent with EPA requirements because the monitoring requirements
for all parameters other than temperature (including toxicity) are imposed for locations
prior to discharge, rather than in the receiving stream; and the monitoring requirements
for temperature apply at both the point of discharge as well as after the mixing zone.
Comment
Another commenter raised concerns about reduced monitoring requirements at internal
outfall 502, and expressed that these requirements should be maintained.
EPA Response
Internal outfall 502 consists of the non-contact cooling water flows generated as a result
of a Coke Gas Desulfurization Project which removes the sulfur compounds from coke
oven gas and converts them to a marketable sulfur product, resulting in a reduction of 80
percent of the sulfur dioxide emissions from the coke ovens. The coke oven gas
desulfurization facility involves a number of chemical reactions that require specific
temperatures. Therefore, non-contact cooling water is needed for the heating or cooling
of chemical process equipment within the facility. The flows that pass through internal
outfall 502 are eventually discharged through outfall 005.
As IDEM explained in the fact sheet in support of the October 14, 2009, draft permit, the
primary pollutant of concern in the past for flows passing through internal outfall 502 had
been ammonia. As IDEM further explained, a review of the data has indicated that these
flows are not a significant source of ammonia. Finally, there are ammonia monitoring
requirements (as well as limitations and monitoring requirements for other parameters)
applicable to outfall 005, the outfall through which these flows are eventually discharged,
and so IDEM has concluded that monitoring requirements at internal outfall 502 are no
longer necessary. EPA is satisfied with IDEM's explanation for removing the monitoring
requirements at internal outfall 502.
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Comment
A commenter said that the public has the right and should be able to monitor, if
necessary, on their own. The commenter expressed interest in where to find and monitor
information on Indiana Waterways.
EPA Response
EPA's Envirofacts is a database that contains environmental information on air, land and
water. It also allows public access to other EPA databases that contain environmental
activities anywhere in the United States. This database can be accessed at
http://www.epa.gov/enviro/.
Individuals familiar with Envirofact may want to click on the 'Advanced Capabilities'
option which will allow users to go directly to the queries, maps or reports. Individuals
who are unfamiliar with Envirofacts may want to begin with 'Quick Start.'
Comment
One commenter suggested that an independent testing agency from another state should
be used to confirm all chemical quality effluent results.
Response
Section 308 of the Clean Water Act and EPA's regulations at 40 CFR 122.22 and
122.41(k) require that permittees certify to the accuracy of the information submitted to
NPDES authorities in their self-monitoring reports and other submissions. Under Section
309 of the Clean Water Act, there significant civil and criminal penalties associated with
submission of false information. Given these requirements, EPA does not believe in this
context that there is a need for an independent testing agency to confirm all chemical
quality effluent results.
Comment
One commenter asserts that the permit should not relax monitoring requirements for a
variety of pollutants due to what the commenter claims are "the company's history of
compliance problems."
EPA Response
EPA believes that IDEM has provided an adequate justification in the permit fact sheet
for relaxing monitoring requirements for the various pollutants noted by the commenter,
and the commenter does not provide any explanation as to what "history of compliance
problems" it is referring to or how that "history" is relevant to the monitoring
requirements of the permit.
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Comment
One commenter has expressed concern about the fact that monitoring frequency
requirements for discharges from outfall 005 and several other outfalls have been reduced
for a number of parameters, without adequate justification.
EPA Response
40 CFR 122.48(b) requires that permits include monitoring requirements, "including
type, intervals, and frequency sufficient to yield data which are representative of the
monitored activity." As the permitting authority, IDEM has broad discretion in
determining appropriate monitoring frequencies, and EPA does not believe that the
commenter has provided an adequate basis for EPA to disagree with IDEM's exercise of
that discretion.
2.M. Comments in Support of U.S. Steel
A number of commenters supported Indiana's permitting process and the draft U.S. Steel
permit. They stated that the draft permit is more stringent than the previous permit and
will improve water quality, stressed the need to balance continued improvements in water
quality in Lake Michigan with continued successful operation of U.S. Steel and they
noted that the community and its residents rely on the economic success of
manufacturing industries to provide jobs and benefits to the community.
EPA's Response
EPA appreciates the comments.
2.N. Grand Calumet River
Comment
One commenter urged that EPA not let U.S. Steel production activities impede the
region's progress toward environmental remediation of the Grand Calumet River and
Lake Michigan
EPA's Response
EPA believes that the October 14, 2009, draft permit is consistent with federal
requirements and includes conditions that will ensure that discharges from U.S. Steel will
not impede progress toward restoring Lake Michigan and the Grand Calumet River
Comment
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One commenter referenced sediment cleanup efforts in the Grand Calumet River/Indiana
Harbor Ship Canal, and stated that the impact of the discharge on sediment quality must
be considered to assure there will not be recontamination of the sediment. The
commenter also argued that total suspended solid discharges need to be reduced in order
to prevent high e-coli level from occurring in the lake.
EPA's Response
EPA believes that the stringent water quality standards applicable to the Great Lakes
System and the stringent effluent limitations in the October 14, 2009, draft permit will
ensure that the U.S. Steel discharges do not re-contaminate sediment in the Grand
Calumet River/Indiana Harbor Ship Canal. With regard to the total suspended solids
comments, EPA is unaware of data suggesting that discharges from U.S. Steel contribute
high e coli levels in Lake Michigan.
Comment
One commenter urged further action to remediate high sediments in the area and
"daylighting" (removing from a pipe) an 1800 foot stretch of the Grand Calumet River
EPA's Response
EPA's role in this permitting proceeding is to ensure that the draft permit is consistent
with federal NPDES permitting requirements. Those federal requirements do not address
the remediation and "daylighting" activities described by the commenter.
Comment
A commenter raised a concern regarding a statement in the fact sheet regarding site-
specific criteria for cyanide. The fact sheet references the development of the site
specific water quality criteria for cyanide. The commenter questioned how this site-
specific calculation can be considered protective of the designated uses of the Grand
Calumet River when, (1) there are no seasonal variations in the WQ requirements that
will be supportive of a "well balanced warm water fishery," and (2) Indiana's WQS for
cyanide is not protective of common aquatic species to begin with.
EPA's Response
EPA approved under Section 303(c)(3) Indiana's site-specific water quality standards for
cyanide for the Grand Calumet River on October 3, 2005. Consequently, those are the
water quality standards applicable to this permit under 40 CFR 122.44(d). To the extent
that the commenter has concerns about adequacy of any of Indiana's water quality
standards, the commenter should raise those issues directly with IDEM in the water
quality standards triennial review context.
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2.O. Government Inspections
Comment
One commenter questioned why government inspectors provide NPDES permittees with
advance notice of inspections.
EPA's Response
EPA and IDEM do not always provide NPDES permittees with advance notice of
inspections. However, inspections frequently involve extensive review of documents and
interviews with staff and supervisors at the NPDES permittee's facility, and such
inspections are generally far more productive if the permittee is provided advance notice
of the inspection.
2.P. Miscellaneous Comments
Comment
One commenter expressed concern that freeze protection wastewater is discharged from
the facility, but the permit provides no limits on the discharges.
EPA's Response
U.S. Steel defines the term "freeze protection wastewater" to mean clean water that is
used in various piping systems in the plant during the winter months to maintain the
integrity of equipment. U.S. Steel does not use any chemical additives for the purpose of
freeze protection and so is not seeking permit authorization to discharge any such freeze
protection additives. IDEM will clarify the meaning of the term "freeze protection
wastewater" in the fact sheet that accompanies the final permit that IDEM ultimately
issues.
Comment
A commenter expressed concerns about water quality impacts from water additives.
EPA's Response
All water and wastewater treatment additives must be approved by IDEM prior to use.
The permittee must submit an application which includes an MSDS sheet for each
additive to be reviewed. IDEM reviews the dosage versus the expected discharge
concentration at the final outfall and then compares that to the calculated acute and
chronic toxicity values. The acute and chronic toxicity information is submitted on the
material safety data sheets (MSDS). IDEM requires this information for all additives
added to a system with a discharge to waters of the State regardless of the location.
These additives could be for non-contact cooling, boiler additives or as a part of the
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various wastewater treatment areas. In addition to an individual review and approval
process, the additive and synergistic affects of using multiple additives are determined
through biomonitoring requirements at the outfalls that have the majority of these
additives. Finally, a list of the additives that IDEM has approved for use is included in
the permit fact sheet for the October 14, 2009, draft permit.
Comment
One commenter expressed concern over the dilution that takes place internally in those
outfalls that receive a mixing of various waste streams.
EPA's Response
As described above in Sections l.C and l.D, NPDES permit must contain technology-
based effluent limitations and water quality based effluent limitations, where technology
based effluent limitations are not sufficient to ensure achievement of water quality
standards. There is no prohibition on mixing of various wastestreams, provided that the
permit writer adequately accounts for mixing and dilution in establishing technology
based effluent limitations, and includes appropriate water quality-based effluent
limitations on the discharge of any mixed waste streams. EPA believes that IDEM has
adequately accounted for mixing and dilution in establishment of the technology-based
effluent limitations in this permit, and in establishing water quality based effluent
limitations for the discharge of mixed waste streams.
Comment
One commenter stated that many of the proposed effluent limits does not even meet third
world standards as the world bank's guidelines for effluent from steel mills.
EPA's Response
The methodology used in developing and expressing "limits" under the world bank
guidelines is quite different from the methodology used in developing and expressing
technology based limits under EPA's effluent guidelines and so the basis for the
commenter's unsupported statement is not readily apparent from the world bank
guidelines. See
http://www.ifc.org/ifcext/sustainability.nsf/Content/EnvironmentalGuidelines.
Comment
A commenter stated that the allowance under the proposed permit of mass balance
calculations based upon pre-designated flow rates instead of actual measured flow rate
does not produce representative reporting of what concentrations of pollutants are
actually being discharged.
EPA's Response
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EPA's regulations at 40 CFR 420.04, 122.45(b)(2), and 403.6(c)(3) require that NPDES
permit and pretreatment limits be based on a "reasonable measure of actual production,"
but do not define the term. The fact sheet for the October 14, 2009, draft permit indicates
that production rates represent the highest monthly production rate achieved over a recent
five year period, and prorated to a daily basis. EPA believes that IDEM's approach is
consistent with EPA's regulations.
Comment
The draft permit does not consider ground water and/or infiltration discharges, and it does
not propose effluent limits for discharges pollutants of groundwater discharges and/or
infiltration that become point sources with respect to known groundwater contamination.
EPA Response
The NPDES permit that is ultimately issued to U.S. Steel will only authorize discharges
from outfalls specified in the permit. To the extent that the commenter is correct and
U.S. Steel discharges from other point sources not specified in the NPDES permit (and
the commenter has provided no information to substantiate these assertions, including
nothing to substantiate the assertion that releases into groundwater constitute discharges
of pollutants into navigable waters of the United States that would be subject to the
NPDES permitting program), any such discharges would constitute discharges without
permit authorization in violation of Section 301 of the Clean Water Act. IDEM is under
no obligation to propose effluent limitations for such unauthorized discharges.
Comment
One commenter stated that IDEM's permitting process has languished for so long
concerning U.S. Steel that he saw no reason not to go back and start over with a
comprehensive analysis of the pollutants discharged into the US waters.
EPA's Response
The October 14, 2009, draft permit is based upon a comprehensive analysis of updated
monitoring information (January 2005-April 2008).
Comment
Does the IDEM expect the proposed NPDES permit to require or encourage U.S. Steel to
undergo any significant production process up-grade, reconfigurations, and/or
replacement or force any technological solutions as a result of any discharge limits,
numerical limits, monitoring, and/or reporting requirements?
EPA's Response
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The mercury compliance schedule requires that U.S. Steel develop and implement new
technological solutions for controlling mercury to achieve compliance with the mercury
effluent limitations.
Comment
Did IDEM incorporate all "existing" uses into the Water Quality Standards as a
"designated" uses under the proposed NPDES permit? If so, please provide details. If not,
please provide an explanation why this was not done.
EPA's Response
40 CFR 122.44(d) requires that water quality based effluent limitations be included in
NPDES permits where "necessary to achieve water quality standards." Water quality
standards "consist of a designated use or uses for the waters of the United States and
water quality criteria for such waters based upon such uses." 40 CFR 131,3(i).
Consequently, water quality criteria and designated uses must be taken into account in
developing water quality based effluent limitations.
"Existing uses are "those uses actually attained in the water body on or after November
28, 1975, whether or not they are included in the water quality standards." 40 CFR
131.3(e). For NPDES permitting purposes, existing uses generally only come into play in
the context of the ensuring that any proposed lowering of water quality complies with
antidegradation requirements. See 40 CFR 131.12(a)(1) (Antidegradation policy and
implementation methods must ensure that "[ejxisting instream water uses and the level of
water quality necessary to protect the existing uses shall be maintained and protected").
As described above in Section 2. J, EPA believes that IDEM has adequately demonstrated
that the permit complies with applicable anti degradation requirements.
Comment
The draft permit allows the continued discharge of massive TSS, much of which will
settle out in the receiving waterbodies. How does IDEM determine that this is not a
defacto violation of Section 404 of the Clean Water Act?
EPA Response
EPA does not believe that the discharge of suspended solids in compliance with an
NPDES permit issued in accordance Section 402 of the Clean Water Act constitutes a
discharge of dredged or fill material subject to Section 404 of the Act.
Comment
One commenter stated that the draft permit failed to address highly contaminated landfill
leachate discharge.
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EPA's Response
The fact sheet to the October 14, 2009, draft permit explains that the landfill leachate is
treated through equalization, neutralization, chemical precipitation, and microfiltration.
The leachate passes through internal outfall 607 prior to ultimate discharge from outfall
015. The October 14, 2009, draft permit includes effluent limitations at internal outfall
607 for total suspended solids and oil and grease; and water quality based effluent
limitations at outfall 015 for mercury, residual chlorine, mercury and pH.
Comment
A commenter expressed concern that existing facilities are sometimes in ill repair and not
attended to sometimes over a year
EPA's Response
Section II.B.l of the October 14, 2009, draft permit requires that U.S. Steel "maintain in
good working order and efficiently operate all facilities and systems (and related
appurtenances) for the collection and treatment which are installed or used by the
permittee and which are necessary for achieving compliance with the terms and
conditions of this permit."
Comment
A commenter expressed concern that the public was not aware that there were permitted
discharges of pollutant and chemicals into the lake.
EPA's Response
EPA hopes that the public has become more educated about the Clean Water Act, the
NPDES permitting process and discharges into Lake Michigan as a result of the
proceedings on the U.S. Steel NPDES permit over the past two years.
2.Q. Additional Comments Beyond the Scope of NPDES Permitting Process
Comment
A number of comments were addressed previously in this document that went beyond the
scope of EPA's authority in reviewing IDEM's draft permit in the NPDES permitting
context. Commenters also raised the following additional comments that go beyond the
scope of EPA's authority process. Commenters stated there should be firm nonpoint
source pollution control policy applied to U.S. Steel's Harbor and other Lake Michigan
ports; control policies should also require improved handling of ship board waste and
residues, environmental design, operated fueling servicing, and cargo transfer procedures;
this permit should be combined with a permit regulating the operation of U.S. Steel's
passive dewatering facility; U.S. Steel needs to reduce its discharges beyond those
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required by EPA looking at a cost/benefit ratio from financial, social and environmental
view point; EPA should restrict tax credit to be used only for pollution control and
development of technology and another commenter suggested that EPA should require
U.S. Steel to pay into a water filtration fund to remove toxins from drinking water; and
that Indiana and EPA should consider providing any necessary technical and/or financial
assistance for significant technological and/or process changes in order to eliminate or
reduce the discharge of pollutants in the draft permit
EPA's Response
EPA is not responding to these comments other than to note that they go well beyond
EPA's authority in reviewing IDEM's draft permit in the NPDES context.
Comment
A commenter expressed concern that power plants are responsible for most of the
mercury pollution.
EPA's Response
EPA acknowledges the comment but notes that it is beyond the scope of these
proceedings pertaining to the NPDES permit for U.S. Steel.
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