EPA 530-R-94-030
                              NTIS PB94-195203
TECHNICAL RESOURCE DOCUMENT

EXTRACTION AND BENEFICIATION OF
        ORES AND MINERALS
              VOLUME 3
                IRON
                August 1994
           U.S. Environmental Protection Agency
              Office of Solid Waste
              Special Waste Branch
               401 M Street, SW
              Washington, DC 20460

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                                            Technical Resource Document:  Iron
         DISCLAIMER AND ACKNOWLEDGEMENTS
This document was prepared by the U.S. Environmental Protection
Agency (EPA).  The mention of company or product names is not to
be considered an endorsement by the U.S. Government or the EPA.

This Technical Resource Document consists of two sections.  The first
section is EPA's Profile of the iron industry; the remaining section is
a Site Visit Report from a site visit conducted by EPA.  The Profile
Section was distributed for review  to the U.S. Department of the
Interior's (DOI's) Bureau of Mines, the Western Governors'
Association, the Interstate Mining Compact Commission, the
American Mining Congress (AMC), the Mineral Policy Center,  the
National Audubon Society, and Public Interest Groups.  Summaries  of
the comments and EPA's responses are presented as an appendix to
the Profile Section. The Site Visit Section was reviewed by individual
company, state, and Federal representatives who participated in  the
site visit.  Comments and EPA responses are included as Appendices
to the specific Site Visit Section.  EPA is grateful to all individuals
who took the time to review sections of this Technical Resource
Document.

The use of the terms "extraction,"  "beneficiation," and "mineral
processing" in this document is not intended to classify any waste
streams for the purposes of regulatory interpretation or application.
Rather, these terms are used in the context of common industry
terminology.

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                                                       i ecnmcai Resource Document:  Iron

                                TABLE OF CONTENTS

                                                                                 Page

DISCLAIMER AND ACKNOWLEDGEMENTS	   i

1.0 MINING INDUSTRY PROFILE:  IRON  	  l-l

      I 1  INTRODUCTION	        1-1
      1.2  ECONOMIC CHARACTERIZATION OF THE INDUSTRY	  1.3
       3 ORE CHARACTERIZATION
         1.3.1    Bedded Sedimentary Deposits
                 1.3.1.1   Banded Iron-Formations
                 1.3.1.2   Ironstone	
         1.3.2    Igneous Activity	
         1.3.3    Surface And Near-Surface Weathering
      1.4 IRON MINING PRACTICES
         1.4.1    Extraction Methods
         1.4.2    Beneficiation Methods
                   .4.2.1   Milling	
                   .4.2.2   Magnetic Separation  .
                   .4.2.3   Flotation	
                   .4.2.4   Gravity Concentration
                   .4.2.5   Thickening/Filtering  .
                   .4.2.6   Agglomeration
      1.5 WASTES AND OTHER MATERIALS ASSOCIATED WITH IRON ORE
         EXTRACTION AND BENEFICIATION  	
         1.5.1     Extraction and Beneficiation Wastes and Materials
                                                                                                 -7
                                                                                                 -7
                                                                                                 -9
                                                                                                 -9
                                                                                                 -9
                                                                                                -10
                                                                                                -11
                                                                                                -11
                                                                                                -13
                                                                                                -15
                                                                                                -16
                                                                                                -18
                                                                                                -21
                                                                                                -21
                                                                                                -23

                                                                                                -26
                                                                                                -27
                                                                                                -27
                                                                                                -27
                                                                                                -27
                               1.5.1.4  Flotation Wastes and Materials 	1-28
                               1.5.1.5  Gravity Concentration Wastes and Materials	1-28
K")                            1.5.1.6  Agglomeration Wastes and Materials   	1-28
                               1.5.1.7  Mine Water  	1-28
                       1.5.2    Waste and Materials Management	1-29
                               1.5.2.1  Waste Rock and Ore Piles 	1-29
                               1.5.2.2  Tailings Impoundments	1-30
                               1.5.2.3  Mine Pits and Underground Workings	1-31
                    1.6 ENVIRONMENTAL EFFECTS	1-32
                       1.6.1    Ground Water/Surface Water	1-32
                       1.6.2    Soil	1-33
                       1.6.3    Air	1-33
                       1.6.4    Damage Cases	1-34
                               1.6.4.1  Reserve Mining Company; Silver Bay, Minnesota  	1-34
                               1.6.4.2  Dunka Site: Babbitt, Minnesota 	1-35
                               1.6.4.3  Iron River District: Iron County, Michigan	1-36
                    1.7 CURRENT REGULATORY AND STATUTORY FRAMEWORK	1-38
                       1.7.1    Federal Environmental Protection Agency Regulations	1-38
                               1.7.1.1  Resource Conservation and Recovery Act	1-38
                               1.7.1.2  Clean Water Act  	1-39
                               1.7.1.3  Clean Air Act	1-42
                  1.5.1.1   Waste Rock  	
                  1.5.1.2   Milling Dust Control Materials
                  1.5.1.3   Magnetic Separation Wastes and Materials
                                                 U S. Environmental Protection Agency
                                                 Region 5, Library (PL-12J)
                                                 77 West Jackson Boulevard, 12tn Floor
                                                 Chicago, IL  60604-3590

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                                                         Technical Resouret Document:  Iron
         1.7.2     State Regulations  	1.43
                  1.7.2.1   Minnesota  	[.43
                  1-7.2.2   Michigan	       1^5
      1.8 REFERENCES	! ! !  M8

2.0 SITE Visrr REPORT:  LTV STEEL  	   2-1

      2.1 INTRODUCTION	   2-1
         2.1.1     Background	   2-1
         2.1.2     General Facility Description	   2-2
         2.1.3     Environmental Setting	   2-4
                  2.1.3.1   Surface Water	   2-4
                  2.1.3.2   Geology  	   2-6
                  2.1.3.3   Hydrogeology	   2-8
                  2.1.3.4   Wetlands	   2-8
      2.2 FACILITY OPERATIONS  	2-11
         2.2.1     Mining Operations  	2-12
         2.2.2    Beneficiation Operations	2-14
         2.2.3    Taconite  Harbor/Power Plant	2-19
         2.2.4    Water Supply  	2-20
      2.3 WASTE AND MATERIAL MANAGEMENT	2-21
         2.3.1    Types of Wastes and Materials	2-21
                  2.3.1.1   Surficiai Material and Waste Rock	2-21
                  2.3.1.2   Mine Water  	2-21
                  2.3.1.3   Tailings	2-21
                  2.3.1.4   Fly Ash/Coal Mill Rejects	2-22
                  2.3.1.5   Other Wastes	2-22
         2.3.2    Process and Waste Management Units	2-23
                  2.3.2.1   Mine Pits	2-23
                  2.3.2.2   Glacial Till (Surface Materials) and Waste Rock Stockpiles	2-23
                  2.3.2.3   Tailings Impoundment	2-25
                  2.3.2.4  Fly Ash/Coal Mill Rejects Disposal Area	2-29
                  2.3.2.5  Industrial Landfill 	2-31
                  2.3.2.6  Tire Storage  Area 	2-31
                  2.3.2.7  Sanitary Wastewater Treatment Plant  	2-31
                  2.3.2.8  Other Wastes 	2-32
      2.4 REGULATORY REQUIREMENTS AND COMPLIANCE	2-33
          2.4.1    Permit to Mine  	2-33
          2.4.2    NPDES/SDS Permits  	2-33
          2.4.3    Air Permits	2-34
          2.4.4    Slate Water Permit	2-34
          2.4.5    Corps of Engineers §404 Permit	2-40
      2.5 THE DUNKA SITE   	2-41
          2.5.1    Environmental Setting  and Operations	2-41
          2.5.2    Mitigation   	2-43
                  2.5.2.1  Capping/Channeling	2-43
                  2.5.2.2  Wetlands Treatment	2-48
                  2.5.2.3  Neutralization/Metals Removal  	2-49
      2.6 REFERENCES	2-50
                                             at

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                                                                           <-u.,*:t n,:.  iron
                                     APPENDICES
                                                                                  Page
APPENDIX 1-A   COMMENTS AND RESPONSES	                       1-52
APPENDIX l-B   ACRONYM LIST	\  1-56
APPENDIX 2-A

APPENDIX 2-B
ADDITIONAL INFORMATION PROVIDED BY LTV
SMCo	
MAJOR COMMENTS PROVIDED BY LTV SMCO.. THE
MINNESOTA POLLUTION CONTROL  AGENCY (MPCA),
AND THE MINNESOTA DEPARTMENT OF NATURAL
RESOURCES (MDNR) AND EPA'S RESPONSE TO
COMMENTS	
2-55
                                                                                   2-57
                                   LIST OF TABLES
                                                                                  Page
Table l-l.  Partial List of Active Iron Mines in the United States	   1-4
Table 1-2.  Geographic Locations and Principal Iron Minerals of Three Types of Iron
           Ore Deposits  	   1-8
Table 1-3.  Ore Treated to Product Ratios and Material Handled to Product Ratios for
           U.S. Surface Iron Ore Mines, in Thousand Long Tons,  1988	1-12
Table 1-4.  Beneficiation Methods Commonly Associated With Iron Ores and the
           Percentage of Ore Treated by Each Method, 1990	1-14
Table 1-5.  Water Usage of Selected Iron Ore Operations and the Sources of the Water
           Used	1-14
Table 1-6.  Reagents Commonly Used In Iron Ore Flotation Activities	1-20
Table 1-7.  Chemical Composition of Average 1990 Standard and Fluxed Pellets and
           Pellets From Five Iron Ore Operations, 1990  	1-24
Table 1-8.  Chemical Analysis of Taconite Ore Tailings, in Percentage of Total  Weight	1-30
Table 1-9.  BPT and BAT Standards for the Ore Mining and Dressing Point Source
           Category:  Iron Ore Subcategory	1-40
Table 1-10. Federal Water Quality Criteria and Drinking Water MCL (in mg/1)  	1-41

Table 2-1.  NPDES Outfalls at LTV Steel Mining Company's Hoyt Lakes, Dunka, and
           Taconite Harbor Facilities  	2-35
Table 2-2.  Parameters and Effluent Limits in NPDES/SDS Permits, LTV Steel Mining
           Company Facilities	2-36
Table 2-3.  Major Sources of Air Emissions from LTV Steel Mining Company's Hoyt
           Lakes Facility	2-39
Table 2-4.  Average Parameter Concentrations at EM-1 Sampling Site, 1975 - 1990  	2-44
Table 2-5.  Average Parameter Concentrations at EM-8 Sampling Site, 1975 - 1990  	2-45
Table 2-6.  Average Parameter Concentrations at Seep-X Sampling Site, 1975 -  1990  	2-45
Table 2-7.  Average Parameter Concentrations at Seep-3 Sampling Site, 1975 - 1990	2-46
Table 2-8.  Average Parameter Concentrations at Seep-1 Sampling Site, 1975 - 1990	2-46
Table 2-9.  Average Parameter Concentrations at W-4 Sampling Site, 1975 - 1990	2-47
Table 2-10. Average Parameter Concentrations at Wl-D Sampling Site, 1975 - 1990	2-47
                                           IV

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                                    LIST OF FIGURES
                                                                                       Page
Figure l-l.  Cross-Section of a Typical Flotation Cell  	1-17
Figure 1-2.  Cross Section of a Typical Thickener	1-22

Figure 2-1.  Location of LTV Steel Mining Company Facilities 	   2-3
Figure 2-2.  U.S.G.S. Gauging Stations, Erie Mining Company Sampling Sites, and Copper
            Nickel Task Force Sampling Locations	   2-5
Figure 2-3.  Location Map, Urban Area II, Mesabi Iron Range  	   2-7
Figure 2-4.  Mesabi Range Iron Formations	   2-9
Figure 2-5.  LTV Steel Mining Company Milling Operation Flow Diagram	2-15
Figure 2-6.  LTV Steel Mining Company Ore Agglomeration Flow Diagram	2-16
Figure 2-7.  Tailing Basin Tailing  Deposition  	2-26
Figure 2-8.  Typical Upstream Method of Construction  	2-27
Figure 2-9.  LTV Steel Mining Company Taconite Harbor Ash Disposal Site  	2-30
Figure 2-10. Dunka Site	2-42

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                                                                   Mining Industry Profile:  Iron
                           1.0  MINING  INDUSTRY PROFILE:  IRON
1.1    INTRODUCTION
This Industry Profile presents the results of the Environmental Protection Agency's (EPA's) research
into the domestic iron mining industry and is one of a series of profiles of major mining sectors.
Additional profiles describe lead/zinc mining, copper mining, gold mining, and several industrial
mineral sectors,  as presented in the current  literature.  EPA prepared these profiles to enhance and
update its understanding of the mining industry and to support mining program development by the
states.  EPA believes the profiles represent current environmental  management practices as described
in the literature.

Each profile addresses extraction and beneficiation of ores.  The scope of RCRA as it applies to
mining waste was amended in  1980 when Congress passed the Bevill Amendment, Section
3001(b)(3)(A).  The Bevill amendment states that "solid waste from the extraction, beneficiation, and
processing of ores and minerals" is excluded from the definition of hazardous waste under Subtitle C
of RCRA.  The exemption was conditional upon  EPA's completion of studies required by RCRA §
8002(f) and (p) on the environmental and health consequences of the disposal and use of these wastes
and a subsequent "regulatory determination" that such regulation was necessary. EPA separated*their
study of extraction and beneficiation wastes from processing wastes.  EPA submitted the initial results
of these studies in the 1985 Report to Congress: Wastes from the Extraction and Beneficiation of
Metallic Ores, Phosphate Rock, Asbestos, Overburden from Uranium Mining and Oil Shale (U.S.
EPA 1985).  In July of 1986, EPA made a regulatory determination  that regulation of extraction and
beneficiation wastes under Subtitle C was not warranted 51  FR 24496; July 3, 1986). EPA concluded
that Subtitle C controls were unnecessary and found that a wide variety of existing Federal and State
programs already addressed many of the risks posed by extraction and beneficiation wastes. Instead
of regulating extraction and beneficiation wastes as hazardous wastes under Subtitle C, EPA indicated
that these wastes should be controlled under Subtitle D of RCRA.

EPA reported their initial findings on wastes from mineral processing from the studies required by the
Bevill Amendment in the 1990 Report to Congress: Special Wastes from Mineral Processing (U.S.
EPA 1990).  This report covered 20 specific mineral processing wastes.  In June 1991, EPA issued a
regulatory determination (56 FR 27300) stating that  regulation of these 20 mineral processing wastes
as hazardous wastes under RCRA Subtitle C is inappropriate or infeasible.  Eighteen of the wastes
(including two related to the iron industry, iron blast furnace slag  and air pollution control dust/sludge
from iron blast furnaces) are now addressed similar to extraction and beneficiation wastes, and are
subject to applicable state requirements.  The remaining two wastes (phosphogypsum and phosphoric
acid process waste water) were evaluated under the authority of the Toxic Substances Control Act
(TSCA) to investigate pollution prevention alternatives. The Agency has not yet determined what
                                              1-1

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                                                                    Mining Industry Profile: Iron
steps it should take regarding these two wastestreams.  Any mineral processing waste not specifically
included in this list of 20 wastes no longer qualifies for the exclusion (54 FR 36592).  Due to the
timing of this decision and the limited number of iron industry wastes at issue, iron processing wastes
are not addressed in this profile.

In addition to preparing profiles,  EPA has undertaken a variety of activities to support State mine
waste programs.  These activities include visits to a number of mine sites (including the site described
in Section 2 of this document); compilation of data from State regulatory agencies on waste
characteristics, releases, and environmental effects; preparing summaries of mining-related sites on
the National  Priorities List (NPL); and examining specific waste management practices and
technologies.  EPA has also conducted studies of state mining-related regulatory programs and their
implementation.

The purpose of this  report is to provide additional information on the domestic iron mining industry.
The report describes iron ore extraction and beneficiation operations with specific reference to the
wastes and materials associated with these operations.  The report is based on literature reviews and
on comments received on earlier drafts.  This report complements, but  was developed independently
of, other Agency activities, including those described above.

This report briefly characterizes the geology of iron ores and the economics of the industry.     t,
Following this discussion is a review of iron ore extraction and beneficiation methods; this section
provides the context for descriptions of wastes and materials managed by the industry, as well as a
discussion of the potential environmental effects that may result from iron mining. The report
concludes with a description of the current regulatory programs that apply to the iron mining industry
as implemented by EPA, Federal land management agencies, and selected  States.
                                                1-2

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		_^_____	 	• '	a  - •--^•'> '~<~^-:ie:  iron
1.2    ECONOMIC CHARACTERIZATION OF THE INDUSTRY

The total quantity of usable iron ore product shipped from mines in 1991 is estimated to be 52.8
million It', valued at Si.7 billion.  Of the total 1991 domestic production.  1.97 million It of iron
product (4 percent) were exported. The United States imported 12.9 million It of usable iron ore in
1991 for  beneficiation and processing.  According to the U.S. Bureau of Mines  "usable" iron ore
implies mat less than S percent of the material  is made up of manganese (U.S. DOI, Bureau of Mines
1991a).

The total amount of material moved at surface iron ore mines in 1988 was 296 million It.  This was
made up  of 180 million It of crude ore and 116 million It of waste material.  Similar information
concerning the only operating underground mine, located in Missouri, was withheld by the Bureau of
Mines to protect company proprietary data.  Typically, approximately 6 It of material are moved at an
iron mine to produce 1 It of marketable iron product (U.S. DOI, Bureau of Mines I991c).

In 1991, there were 20 companies operating 22 iron ore mines (21 open pit; 1 underground
operation), 16 concentration plants, and 10 pelletizing plants. The primary iron ore producers are
located in the States of Minnesota and Michigan, which account for about 99 percent of all domestic
crude iron ore. In 1991, 7 mines operated by 4 companies produced approximately 87 percent of the
industry's total output (U.S. DOI, Bureau of Mines 1992).

Table 1-1 is partial list of active iron mines in the United States in 1990. Information provided
includes mine names, owners, operators, commodities produced, and 1990 iron pellet production data
(Gardiner 1990; Michaelis  1990/1991; U.S. DOI, Bureau of Mines 199lb).

Operation capacities tend to be in the range of 1 to 10 million long tons of product  per year (Itpy). A
 few mines, however, produce less than 100,000 Itpy (Weiss 1985).

 Employment at iron mines and mills was approximately 7,300 in  1991.  Of the total number of
 workers, about 97 percent are traditionally employed in mines and mills in Minnesota and Michigan
 alone (U.S. DOI, Bureau of Mines 1988b, 1991a, 1992).

 Nearly 98 percent of the demand for iron ore comes from the steel manufacturing industry.  Iron is
 also a component in the manufacture of cement and heavy-media materials. Among the 22 mines
 producing iron ore,  most larger operations produce material for the steel manufacturers.  Mines
 producing for cement plants tend to be smaller operations located outside Michigan and Minnesota
 (U.S. DOI, Bureau of Mines 1988b, I991a,  1992).
     'Industry tends to measure iron ore production in long tons (It), while the United States Bureau of
 Mines used short tons (st) before 1989 and now uses metric tons (mt).  At the industry's request, all
 production data in this report are presented in long tons (1 long ton is equivalent to 2,240 Ibs).
                                              1-3

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                                Table 1-1.  Partial List of Active Iron Mines in the United States
State
MI
MI
MN
MN
MN
Mine Name
Empire Mine
Tilden Mine
Cyprus Nonhshore
Evelelh Mines
Hibbing Taconite
County
Marquette
Marquette
Sc. Louis
St. Louis
St. Louis
Ownerfs)
[Operator]
Inland Steel (40%)
LTV Steel (25%)
Cleveland-Cliffs (25%)
Wheeling Pittsburgh Steel Corp. (10%)
[Empire Iron Mining Partnership)
Algoma Steel Corp. (50%)
Cleveland-Cliffs (33.3%)
Stelco Inc. (16.7%)
(Cleveland-Cliffs Iron Co.]
Cyprus Minerals Co. (100%)
[Cyprus Northshore Mining Corp.]
Arnco. Inc. (35.1%)
Rouge Steel Co. (31.7%)
Oglebay Norton Co. (18.5%)
Stelco Inc. (14.7%)
(Oglebay Nonon Taconite Co.]
Bethlehem Steel Corp (70 3%)
Cleveland-Cliffs (15%)
Stelco Inc. (14.7%)
[Hibbing Taconite Co.]
Commodities
Produced
Iron Ore Pellets
Iron Ore Pellets
Iron Ore Pellets
Iron Ore Pellets
Iron Ore Pellets
Iron Ore
Production
1990 (million It
of pellets)
8.0
2.7
4.1
6.1
9.0
Ore Grade
(per too ore)
Fe-31.5%
Fe - 33.3%
Magnetic Fc
-24%
Magnetic Fe
-24%
Fe - 30.7%
Source:  Gardiner 1990; Michaelis 1990/1991; U.S. DOI, Bureau of Mines 1991b

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                            Table 1-1.  Partial List of Active Iron Mines in the United States (continued)
State
MN
MN
MN
MN
MN
MN
MO
UT
WY
Mine Name
LTV Steel Mine
Not Specified
McKinley Extension
Minntac Mine
Minorca Mine
National Steel
Pellet Mine
Pea Ridge
Mountain Lion Mine
Iron Mountain
County
Si. Louis
St. Louis
St. Louis
St. Louis
St. Louis
St. Louis
Washington
Iron
Albany
Ownerfe)
(Operator)
LTV Steel Company (100%)
[LTV Steel Mining Co.]
Inland Steel Mining Co.
LTV Steel Co.
USX Corporation (100%)
(USS)
Inland Steel Company (100%)
[Inland Steel Mining Company]
National Steel Corp. (100%)
[National Steel Pellet Company]
Big River Minerals Corp. (100%)
[Pea Ridge Iron Ore Co. Inc.]
Geneva Steel Corporation
[Gilbert Development Inc.]
[Simons Associates]
Commodities
Produced
iron Ore Pellets
Iron Ore Pellets
Unagglomeraicd
Concentrate
Iron Ore Pellets
Iron Ore Pellets
Iron Ore Pellets
Iron Ore Pellets
Unagglomeraicd
Concentrate
Iron Ore Pellets
Iron Ore Pellets
Iron Ore
Production 1990
(million It of
pellets)
80
greater than 1
2.0
16.2
2.5
4.6
1.05
0.15
N/A
0.31 (1988)
Ore Crude
(per too ore)
Fe - 32%
Magnetic
Fe - 24.5%
Fc • 30 9%
N/A
Fe 21%
Fc- 21%
Fc- 31%
Fe - 57%
N/A
N/A
Source:  Gardiner 1990; Michaelis 1990/1991; U.S. OOI, Bureau of Mines 1991b

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                                                                   Mining ma^iry froJUe: Iron
Approximately 97 percent of all usable ore for the production of iron and steel is now sold in the
form of agglomerated pellets.  The remaining 3 percent of higher grade usable ore (wash ores) is sold
in original form directly to blast furnace operations or in the form of other agglomerated products.
On average, pellets  are 3/8 inch to 1/2 inch in diameter and are composed of 63.4 percent iron and
approximately 5 percent silica (U.S. DOI. Bureau of Mines 1988b, I992b).  Other pellet constituents
may  include phosphorus, manganese, magnesium, lime,  sulfur,  and alumina  (American Iron Ore
Association  1990).

Iron  pellets are becoming  more widely traded on the open  market as world trade affects the industry
according to the Iron Mining Association of Minnesota.  During the 1980's,  global competition made
the iron industry more responsive to its market.  Foreign competition began  to deliver steel products
at a lower cost than domestic sources on the Great Lakes.  This prompted the domestic iron and steel
industries to increase productivity through modernization,  produce a higher quality product, and lower
overall costs.  In the past, each mine produced a standard  iron pellet  as a product.  Now, mines are
producing pellet products  that fit the individual needs of blast furnace operations.
                                               1-6

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                                                                   Mining Industry Profile: 'iron
1.3    ORE CHARACTERIZATION

Iron is an abundant element in the earth's crust averaging from 2 to 3 percent in sedimentary rocks to
8.5 percent in basalt and gabbro.   Because iron is present in many  areas, it is of relatively low value
and thus  a deposit must have a high percentage of metal to be considered ore grade.  Typically, a
deposit must contain at least 25 percent iron to be considered economically recoverable. This
percentage can be lower, however, if the ore exists in a large deposit and can be concentrated and
transported inexpensively (Weiss  1985).

Over 300 minerals contain iron but five are the primary sources of iron-ore minerals:  magnetite
(Fe,O4).  hematite (FejO,). goethite (FejOjHjO), siderite (FeCOj), pyrite (FeSj).  The first three are of
major importance because of their occurrence in large economically minable deposits (U.S.  DOI.
Geological Survey 1973).

Iron ore  mineral deposits are widely  dispersed in the continental United States and form in a wide
variety of geologic environments,  including sedimentary, metamorphic, and igneous rock formations.
Iron ore  deposits in the United States are formed  by three geologic processes:

       • Direct sedimentation forming bedded sedimentary deposits
       • Igneous activity forming segregation or replacement deposits
       • Enrichment due to surface and near surface weathering (U.S. EPA 1985a).

Table 1-2 indicates the geographic locations of these types of iron ore deposits as well as the principal
iron-ore  minerals  in each (U.S. DOI, Geological Survey 1973).  Deposits formed by direct
sedimentation may contain significant amounts of manganese; these manganiferous iron ores contain 2
to 10 percent  manganese (Ridge 1968).  Iron deposits related to igneous activity, surface and near-
surface enrichment, and iron-rich placer deposits may contain trace quantities of materials such as
aluminum, antimony, arsenic, beryllium, cadmium, chromium,  cobalt, copper, lead, manganese,
nickel, selenium, silver, sulfur, titanium, and zinc.  Historically, gold, silver, copper, and cobalt have
been recovered from such iron ore in Pennsylvania, and titanium has been recovered from iron
deposits  in New York (U.S. DOI, Geological Survey  1973).

1.3.1   Bedded Sedimentary Deposits

Bedded sedimentary iron ore deposits are thought to occur as a  result of mineral precipitation from
solutions present during the Precambrian period (2.6 to 1.8 billion years ago).  The largest bedded
sedimentary iron ore deposits in the United States are found in banded iron-formations and ironstones,
which are more fully described below.   Other historically mined types of bedded deposits, which are
not currently mined include bog-iron deposits that are accumulations of iron oxides in swampy areas
or shallow lakes; deposits of siderite that occur as thin layers in coal deposits are referred to as "black
band" or "clay band"; and "black sands" deposits (U.S. DOI, Geological Survey 1973).
                                               1-7

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                         Table 2. Geographic Locations and Principal Iron Minerals of Three Types of Iron Ore Deposits
oo
Geological Type
SEDIMENTARY DEPOSITS
Banded iron-formation
Ironstones
Location

Lake Superior
• Marquette and Menominee,
Michigan
• Mesabi, Vermillion. Cuyuna,
Minnesota
Central Alabama to Central New York
Principal Iron Mineral

Magnetite
Hematite
Siderite
Iron silicates
Limonite
Hematite
Siderite
Chamosite
Average Iron
Content (%)

33'
30
IGNEOUS ACTIVITY
Magmatic Segregations
Pyrometasornatic
New York
Missouri
Iron Springs. Utah
Titaniferous
Magnetite
llmenite
Iron silicates
Magnetite
65
45
SURFACE OR NEAR-SURFACE WEATHERING
Secondary enrichments of
low-grade iron deposits
Lake Superior region
Texas
Limonite
Hematite
Siderite
55
       'Although this figure is cited in the literature, it is significantly different than known ore grades at specific iron ore mines.




       Source:  U.S.  DOI, Geological Survey 1973

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                                                                   Mining Industry Profile:  Iron
1 3.1.1    Banded Iron- Formations

Banded  iron-formations were created when solutions of iron oxides and silica precipitated in
alternating layers.  The iron oxides form hematite and/or magnetite; the silica forms chert.  Iron and
silica were supplied by volcanic activity common during the Precambrian period.  The deposits
accumulated to form distinctive gray (iron oxides) and red bands, hence the name "banded iron."
Banded  iron deposits constitute the largest source of iron ore now being mined in the United States
and (he  world.  Deposits may cover thousands of square kilometers and be hundreds of feet deep.  In
the United States, banded iron-formations in the Lake Superior region dominate production and  hold
the largest reserves (U.S. DOI. Geological Survey 1973).

Iron content in these deposits is in the range of 25  to 40 percent.  In some formations, the iron is in
the form of carbonates (siderite with manganese, magnesium, and calcium) or silicate (greenolite,
minnesotaite, and stilpnomelane) and, rarely, in the form of sulflde (pyrite).  Chemically, these  iron
formations are marked by low contents of alumina (Al), sodium (Na), potassium (K), and other  less
abundant elements.  Iron and silica generally dominate, although in the Cuyuna district of Minnesota
the manganese content can be several percent (U.S. DOI, Geological Survey 1973; Ridge 1968).

 1.3.1.2    Ironstone

 Ironstone formed as iron-rich waters permeated shallow, unconsolidated sediments.  Iron either occurs
 with or replaces carbonates in the  sediments.  The source of the iron is intense weathering of
 continental crust.  Ironstone is  much younger (150 to 450 million years) than banded iron deposits,
 occurs  in smaller units, and is not found inter-layered with chert. The primary ironstone deposit in
 the United States is found in the Appalachian Mountain belt from New York to Alabama (U.S. DOI,
 Geological Survey 1973).

 Ironstones have an iron content from 20 to 40 percent. There is a great variety of ironstones, but the
 most common type of ironstone mined for iron ore is a thick-bedded rock consisting of small pellets
 (ooliths) of limonite, hematite, or chamosite in a matrix of chamosite, siderite, or calcite.  Grains of
 quartz  and fossil fragments form the cores of the ooliths and are dispersed in the matrix.  Phosphate
 minerals may also be present (U.S. DOI, Geological Survey 1973).

 1.3.2   Igneous Activity

 Iron ore deposits of igneous origin are formed as a result of magmatic segregation of iron-bearing
 minerals. Minable deposits of igneous  iron ore occur in Missouri at Pea Ridge and Pilot Knob.
 These deposits occur as  veins and tabular replacement bodies of magnetite and hematite in the
 surrounding Precambrian rocks. Historically, this area was more active; however, only  one iron ore
 mine is currently active  in Missouri. The iron content is generally about 20 percent, but it can be as
 high as 60 percent. Most of the iron ore minerals occur as ilmenite, magnetite, or hematite.
                                               1-9

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1.3.3  Surface And Near-Surface Weathering

Iron-ore deposits were formed by surface or near surface enrichment as less resistant minerals were
removed.  This type of deposit occurs in the Lake Superior region. Such deposits were the primary
source of iron ore before methods to beneficiate the harder ores were developed.  Chemical and
physical weathering by soil forming processes of pre-existing iron-bearing minerals (such as siderite
or glauconite) resulted in progressive concentration of iron oxides to form iron-rich deposits. Iron
contents vary between 50 and 60 percent (U.S. DOI,  Geological Survey 1973).  Hematite  is by far
the dominant mineral  on the Mesabi Iron Range (Lake Superior District) in Minnesota, other than
magnetite, which is the host iron-bearing rock for much of the Mesabi Range (East and Central)
according to the Iron  Mining Association of Minnesota.
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                                                                    Mining Industry Profile:  Iron
1.4    IRON MINING PRACTICES

Extraction, beneficiation, and processing of iron ore produces iron or steel.  "Extraction" is defined
as removing ore material from a deposit and encompasses all activities prior to beneficiation.
"Beneficiation" of iron includes concentration, generally by physical removal of unwanted gangue;
also considered beneficiation is the regulation of product size, or other steps such as agglomeration to
improve  its chemical or physical characteristics prior to processing.  Processing of the concentrated
product into iron or steel typically involves the use of pyrometallurgical techniques  (U.S. DOI,
Bureau of Mines 1968; United States Steel 1973).  As discussed in the introduction, processing
operations are beyond the purview of this paper.

Historically, most iron ore was simply crushed and shipped directly to a blast furnace.  Currently,
some ores are high enough in iron content (greater than 50 percent) to be sent directly to furnaces
without beneficiation activities other than  crushing and washing.  Most ores extracted today, however,
must  undergo a  number of beneficiation procedures to upgrade the iron content and prepare the
concentrate for the blast furnace.  Technological advancements at blast furnace operations require ore
feed of a specific size, structure, and chemical make-up for optimum efficiency (Weiss 1985).

1.4.1  Extraction Methods

Iron is mined almost exclusively in surface operations.  The most predominant surface mining  *,
methods used to extract iron ore are open-pit and open-cut methods.  However, there is currently one
operating underground iron mine,  located in Missouri (five were in operation in Missouri in 1985).
The decision to  employ underground or surface mining techniques is dependent on the proximity  of
the ore body to  the surface (U.S. DOI, Bureau of  Mines 1983).

Historically,  underground mining methods, including caving  and stopping, were commonly used to
extract iron ores.  Between 1882 and 1978, approximately 100 underground mines operated in the
West Menominee Range of northern Michigan (U.S. DOI, Bureau of Mines 1983).

Surface mining  methods  are designed to extract ore from surface deposits.  Overburden, the soil and
rock  material  that overlies the mine area,  is removed to expose the ore deposit.  The ore bench is
drilled, blasted, and hauled to a plant for  beneficiation.  Overburden may be continually removed
during the life of the mine as the highwall is cut back to permit deepening of the pit. Open-pit and
open-cut mining are considered to be the  least expensive extraction techniques (United States Steel
1973).

Production drilling is conducted with mechanized drills, specific for each mining method.  The chief
objective of drilling operations is to create a hole of suitable  diameter, depth, and direction in  rock
for explosives to be placed for blasting activities.  At facilities operating in colder environments,  salt
                                               1-11

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                                                                   Mining Industry Profile:  Iron
brine may be added to drilling fluids to prevent freezing of the material in permanently frozen host
rock (U.S.  EPA 1982).

The main requirement for an explosive to be used in mine blasting is the ability to achieve complete
combustion without an external oxygen supply. In the past, explosives used in blasting were
comprised of nitroglycerine, carbonaceous material, and an oxidizing agent.  Today, the most
common explosives used are mixtures of ammonium nitrate fertilizer and fuel oil (called ANFO).
The explosive is detonated by a high-explosive blasting cap and/or primer.  In other instances,
emulsion or gel explosive cartridges may be used.  The object of blasting is to expose the ore body
for extraction or to create adits (horizontal passages) or shafts in rock formations that can be used to
access  the ore body during underground mining. Blasting is also used to break up ore in both surface
and underground operations  (U.S.  EPA  1982).

The mining of taconite, a tough and abrasive low-grade ore (ranging from 40 to 60 percent silica and
17 to 30 percent iron) common to  Minnesota and Michigan, is especially difficult  because of the
extreme hardness of the ore.  Because of this hardness, additional  drilling, blasting, crushing, and
grinding are often required to extract the ore.

Overburden and stripping ratios are important  in determining whether a deposit will be mined.  The
stripping ratio describes the  unit of overburden that must be removed for each unit of crude ore |t
mined.  Stripping ratios increase with the quality of the ore being  mined and cost  factors related to
beneficiation and transportation. These ratios  may be as high as 7:1 (for high-grade wash ores) or as
low as 0.5:1 (for low-grade taconite ores) (United States Steel 1973).  A summary of quantities  of
material  handled, ore treated, and marketable product generated at iron mines in 1988 is presented in
Table 1-3.
     Table 1-3.  Ore Treated to Product Ratios and Material Handled to Product Ratios for
                 U.S. Surface Iron Ore Mines,  in Thousand Long Tons, 1988
Material/Ratio
Material Handled
Ore Treated
Marketable Product
Ore Treated to
Marketable Product Ratio
Material Handled to
Marketable Product Ratio
Quantity (in thousand
long tons)/Ratio
331,000
218,000
55,100
4.0:1
6.0:1
Source:  U.S. DOI, Bureau of Mines 1991c
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                                                                    Mining Industry Profile: Iron
Other earthen materials associated with mining may include mine development rock.  "Mine
development rock" is the material removed while exploiting the ore body through underground
mining.  Typically, the term "mine development rock" excludes material removed at surface
operations (U.S. DOI, Bureau of Mines 1968).  Therefore, waste in the form of mine development
rock is associated with historic underground iron mines.

Materials generated as a result of open-pit mining  include overburden, waste rock, and mine water
containing suspended solids and dissolved materials.  Other wastes may include small quantities of oil
and grease spilled during extraction.  Mine water will contain dissolved or suspended constituents
similar to those found in the ore body itself.  These may include traces of aluminum,  antimony,
arsenic, beryllium, cadmium, chromium, copper, manganese, nickel,  selenium, silver, sulfur,
titanium, and zinc (U.S. DOI, Geological Survey 1973).

1.4.2  Beneficiation Methods

"Beneficiation," defined by 40 Code of Federal Regulations (CFR) 261.4, means the following as
applied to iron ore:  milling (crushing and grinding);  washing; filtration; sorting; sizing; gravity
concentration; magnetic separation; flotation; and agglomeration (pelletizing, sintering, briquetting, or
nodulizing).  Although the literature suggests that all  these methods have been used to beneficiate iron
ore, information provided by members of the American Iron Ore Association indicates that milling
and magnetic separation are the most common methods used. Gravity concentration is seldom used at
existing U.S. facilities. Flotation is primarily used to upgrade concentrates from magnetic separation
by reducing the silica content of the concentrate.

Most beneficiation operations will result in the production of three materials:  a concentrate; a
middling or very low-grade concentrate, which is either reprocessed (in modern plants) or stockpiled;
and a tailing (waste), which is discarded.  Table 1-4 compares the percentage of total  domestic ore
treated by each iron ore beneficiation method in 1990 (Ryan 1991).  A more detailed  description of
each follows.

Before describing beneficiation methods/practices, it should be noted  that the iron ore industry uses
large amounts of water. The beneficiation of iron ore typically occurs in a liquid medium.  In
addition, many pollution abatement devices use water to control dust  emissions. At a given facility,
these techniques may require between 600 and 7,000  gallons of water per ton of iron  concentrate
produced, depending on the specific beneficiation methods used.  Table 1-5 presents a summary of
the average water usage at four iron ore operations.   The  table also includes a breakdown of the
sources of the water used;  much of the water is recycled from plant operations (Learmont 1985).
Industry has indicated that an average of 95 percent of the water appropriated by  iron ore facilities is
recirculated and reused according to the Iron Mining  Association of Minnesota.
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                                                                  Mining Industry Profile:  Iron
          Table 1-4.  Beneficiarion Methods Commonly Associated With Iron Ores and
                     the Percentage of Ore Treated by Each Method, 1990
Beneficiarion Method
Magnetic Separation
Flotation following
Magnetic Separation
Subtotal
Flotation
Gravity Concentration
Total
Percentage of Iron Ore Treated
41.6
51.2
92.8
6.3
< I1
100
'This operation was to be shut down in  1992.
Source: Ryan 1991

  Table 1-5.  Water Usage of Selected Iron Ore Operations and the Sources of the Water Used
Facility Name
LTV Steel
Mining Co.
Eveleth Mines
Minntac Mine
Minorca Mine
Average
Water Usage
150,000 gpm
174,000 gpm
360,000 gpm
90,000 gpm
Percent From
Tailings
Thickener
Overflow
75
94
90
80
Percent
From
Tailings
Basin
20
4
7
N/A
Percent From
Mine Water
Pumpout
0
0
0
3
Percent From
Outsidf;
Sources
5
2
3
7
Source: Learmont 1985

In 1984, the iron ore industry used a total of 652 billion gallons of water, down from a high of 849
billion gallons in 1973.  Of the total water usage in 1984, approximately 584 billion gallons (90
percent) were recirculated water; 68 billion gallons were from new water sources.  Sources of
recycled water included tailings  thickener overflow and tailings impoundments.  New  water was taken
primarily from lakes and reservoirs (77 percent), rivers and streams (12 percent), mine water (10
percent), and ground water (< 1 percent). New water replaces 11 billion gallons of water (2 percent)
consumed  in beneficiation processes and 57 billion gallons (8 percent) discharged offsite (U.S. DOI,
Bureau of Mines 1988c).

The amount of water used to produce one unit (one It of crude ore) has increased considerably.  In
1954, approximately 500 gallons of water were employed to produce  1 unit; in 1973,  3,480 gallons of
                                             1-14

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                                                                    Mining Industry Profile: Iron
water were needed per unit.  By  1984. this number had risen to 3.700 gallons per unit (U.S.  DOI.
Bureau of Mines 1988c).  This increase was due to the industry's changeover from "natural"  direct
shipping ores to taconite mining.  Additional water is needed in milling and magnetic separation of
taconite ore according to the Iron Mining Association of Minnesota and the American Iron Ore
Association.

1.42.1    Milling

Beneficiation begins with the milling of extracted ore in preparation for further activities to recover
iron values.  Milling operations are designed to produce uniform size particles by crushing, grinding,
and wet or dry classification. The capital  investment and operation costs of milling equipment are
high.  For this reason, economics plays a large part in determining the use of comminution equipment
and the degree of crushing and grinding performed to prepare ore for further beneficiation. Other
factors considered in determining the degree of milling include the value concentration of the ore, its
mineralogy, hardness, and moisture content.  Milling procedures vary widely both between mills and
within individual mills depending on these variables.

Milling is a multistaged process and may use dry or  wet ore feed.  Typically, primary crushing and
screening take  place at the mine site. Primary crushing is accomplished by using gyratory and cone
crushers (Weiss 198S). Primary crushing  yields chunks of ore ranging in size from 6 to 10 inches.
Oversize material is passed through additional  crushers and classifiers to achieve the desired particle
size.  The ore  is then crushed and sized at a secondary milling facility (Weiss 1985).

Secondary milling (comminution) further reduces particle size and prepares the ore for beneficiation
processes that  require finely ground ore feed.  The product resulting from this additional crushing is
usually less than 1 inch (1/2 to 3/4 inches).  Secondary crushing, if necessary and economical, is
accomplished by using standard cone crushers  followed by short head cone crushers.  Gyratory
crushers may also be used (Weiss 1985).

Subsequent fine grinding further reduces the ore particles to the consistency of fine powder (325
mesh, 0.0017 inches, 0.44 microns). The choice of grinding circuit is based on the density and
hardness of the ore to be ground. Although most taconite operations employ rod and/or mill
grinding, a few facilities use autogenous or semi-autogenous grinding systems. Autogenous grinding
uses coarse pieces of the ore itself as the grinding media in the mill.  Semi-autogenous operations use
metallic balls and/or rods to supplement the grinding action of the ore pieces. Autogenous grinding is
best suited to weakly cemented ores containing some hard material (e.g.. labrador specularite). The
benefit of autogenous grinding is that it is  less labor- and capital-intensive.  Semi-autogenous grinding
eliminates the  need for a secondary crushing circuit.  Rod and ball wear, the principal maintenance
cost of traditional grinders, is also eliminated with this method (Weiss 1985).
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                                                                    Mining Industry Profile:  Iron
Between each grinding unit, operation hydrocyclones are used to classify coarse and fine particles.
Coarse panicles are returned to the mill for further size reduction.  Milled ore in the form of a slurry
is pumped to the next beneficiation step.  If the ore being milled is destined for flotation activities.
chemical reagents used during the process may be added to the slurry at this time.  To obtain a
uniform product, many operations blend ores of several different grades, compositions, and sizes.
The mixing of ore materials is typically accomplished through selective mining and hauling of ore.

1.4.2.2    Magnetic Separation

Magnetic separation is most commonly used to separate natural  magnetic iron ore (magnetite) from a
variety of less-magnetic or nonmagnetic material.  Today,  magnetic separation techniques are used to
beneficiate over 90 percent of all domestic iron ore (See Table 1-4) (Ryan  1991).  Between 20 and 35
percent of all the iron units being beneflciated in the  United States today are lost to tailings because
hematite is only weakly magnetic.  According to the  Bureau of Mines, techniques  used-to-date to try
to recover the hematite have proven uneconomic.

Magnetic separation may be conducted in either a  dry or wet environment, although wet systems are
more common.  Magnetic separation operations can also be categorized as  either low or high
intensity.  Low intensity separators use magnetic fields between 1,000 and 3,000 gauss.  Low
intensity techniques are normally used on magnetite ore as an inexpensive and effective separation
method.  This method is used to capture only highly  magnetic material, such as magnetite.  High
intensity separators employ fields as strong as 20,000 gauss.  This method is used to separate weakly
magnetic iron minerals, such as hematite, from nonmagnetic  or  less magnetic gangue material.  Other
factors important in determining which type of magnetic separator system is used include particle size
and the solids content of the ore slurry feed (Weiss 1985; United States Steel 1973).

Typically, magnetic separation involves three stages of separation: cobbing, cleaning/roughing, and
 finishing. Each stage may employ several drums  in a series to increase separation efficiency. Each
successive stage works on finer particles as a  result of the  removal of oversized particles in earlier
separations. Cobbers work on larger particles (3/8 inch) and reject about 40 percent of the feed as
 tails.  Cleaners or scavengers work on panicles in the range of 48 mesh and remove only  10 to 15
 percent of the feed as tails.  Finally, finishers work on ore particles less than 100 mesh and remove
 the remaining 5 percent of gangue (because of the highly concentrated nature of the feed at this point)
 (Weiss 1985).

 Low intensity wet processes typically involve conveyors and rotary drum separators using permanent
 magnets  and are primarily used on ore particles 3/8 inch in diameter or less. In this process, ore is
 fed by conveyor into the separator where magnetite particles are attracted and held to sides of the
 drum until they are carried out  of the magnetic field  and transferred to an appropriate concentrate
 receiver (see Figure 1-1).  The  nonmagnetic or less magnetic gangue material remains and is sent to a
 tailings pond.   In some operations, several drums may be  set up in series to obtain maximum
                                               1-16

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                                                             Mining Industry Profile: Iron
                                                            Upper portion at
                                                            rotor draws air
                                                            down trw itandofp*
                                                            for tftorougn mixing
                                                            with pulp
                                                                   Olsptrstr breaks
                                                                   air Into mtnutt
                                            	
                            Swooo oooooooo
            Larger flotation untts
            includ«
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                                                                    Mining Industry Pro/lie: Iron
recovery (United States Steel. 1973). Other mechanisms  used include magnetic pulleys, induced roll
separators, cross-belt separators, and ring-type separators.  Low intensity dry separation is sometimes
used in the cobbing stage of the separation process (Weiss 1985). A detailed description of these
separator systems is provided in the Society of Mining Engineers' "Mineral Processing Handbook"
(Weiss  1985).

High intensity wet separators produce high  magnetic field gradients  by using a matrix of shaped iron
pieces  that act as collection sites  for paramagnetic particles.  These shapes may include balls, rods.
grooved plates, expanded metal,  and fibers.  A detailed description of several types of high intensity
wet separators is provided by the Society of Mining Engineers' "Mineral Processing Handbook"
(Weiss  1985).

The primary wastes from this type of operation are tailings  made up of gangue in the  form of coarse-
and fine-grained  particles, and waste water slurry in the case of wet separation. Paniculate wastes
from dry separation may also be slurried.  Following separation of solids in a thickener or settling
pond, solids are sent to a tailings impoundment and the liquid component can be recycled to the mill
or discharged if water quality criteria are met.

1.4.2.3    Flotation

Flotation is a technique where particles of one mineral or group of minerals are made to adhere
preferentially to air bubbles in the presence of a chemical reagent.  This is achieved by using
chemical reagents that preferentially react with the desired mineral.  Several factors are important to
the success of flotation activities. These include  uniformity of particle size, use of reagents
compatible with  the mineral, and water conditions that will  not interfere with the attachment  of the
reagents to the mineral or air bubbles (U.S. EPA 1982).

Today, flotation is primarily used to upgrade concentrates resulting from magnetic separation.  Over
50 percent of all domestic iron ore is upgraded using this technique.  Flotation, when used alone as a
beneficiation method, accounts for approximately 6 percent  of all ore treated (see Table 1-4) (Ryan
 1991).

Chemical reagents of three main groups may be used in flotation. A description of the function of
each group follows (Weiss 1985; U.S. EPA 1982):

         •  Collectors/Amines—Cause adherence  between  solid particles and air bubbles in  a flotation
           cell.

         •  Frothers—Are used to stabilize air bubbles by  reducing surface tension, thus allowing
           collection of valuable material by skimming from the top of the cell.
                                               1-18

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                                                                    Mining Industry Profile: Iron
        •  Antifoams—Rgarf with panicle surfaces in the flotation cell to keep materials from
          remaining in the froth. Instead, materials fall to the bottom as tailings.

Several factors are important when conditioning ore for flotation with chemical reagents.  These
include thorough mixing and dispersal of reagents through  the pulp, repeated contact between the
reagents and all  of the  relevant ore particles, and time for the development of contacts with the
reagents and ore panicles to produce the desired reactions (Fuerstenau 1970).

Reagents may be added in a number of forms including solid, immiscible liquid, emulsion, and
solution in water.  The concentration of reagents must be closely controlled during conditioning;
adding more  reagent than is required may retard the reaction and reduce efficiency (Fuerstenau 1970).

Figure  1-1 presents a cross  section of a typical flotation cell.  The current trend is toward the
development  of  larger, more energy efficient flotation cells. A pulp containing milled ore, flotation
reagents, and water is  fed to flotation cells.   Typically,  10  to 14 cells are arranged in a series from
roughers to scavengers.  Roughers are used to make a coarse separation of iron-bearing metallic
minerals (values) from the gangue. Scavengers recover smaller quantities of remaining values from
the pulp.  The pulp moves from the rougher cells to the scavengers as values are removed.
Concentrates recovered from the froth in the roughing and  scavenging cells are sent to cleaning cells
to produce the final  iron-bearing metallic mineral concentrate (Fuerstenau 1970).

Iron-bearing  metallic mineral flotation operations are of two main types: anionic and cationic. The
difference between the two  methods is related to which material (values or gangue) is floated  and
which sinks.  This is determined by preliminary test results, weight relationships of the values and
gangue, and  the type of reagents used.  In anionic flotation, fine-sized crystalline iron oxides, such as
hematite or siderite, are floated away from siliceous gangue material such as quartz or chert.  In
cationic flotation,  the silica material is floated and the value-bearing minerals are removed as
underflow (Nummela and Iwasaki 1986).

Today, anionic  flotation is not commonly used in North American operations. Three plants in
Michigan (the Humboldt Mine, the Groveland Mine, and the Republic Mine) used anionic flotation
techniques before shutting down because of the depletion of reserves or the reduction of demand for
 iron products (Nummela and Iwasaki 1986).

The Tilden Mine operation owned by the Cleveland-Cliffs Company is one of many facilities
currently using  cationic flotation as part of its iron ore beneficiation process (Nummela and Iwasaki
 1986). Some of the reagents commonly used in the cationic flotation process are listed in Table 1-6
 (Ryan  1991). The resulting upgraded concentrate may be reground and magnetically reconcentrated
 before agglomeration  activities commence (Weiss 1985).
                                               1-19

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                                                                   Mining inaustry Profile: Iron
             Table l^S.  Reagents Commonly Used In Iron Ore Flotation Activities'
Reagent Type
Frothers
Methyl isobutyl Carbinol
TX-4733
DP-SC-79-139
Col lectors/ Amines
Arosurf MG83A
MG-580
Antifoams
7810
Chemical Composition

Methyl isobutyl Carbinol
C4-18 alcohols, aldehydes, and
esters; butyric acid; 2-
ethylhexane
Mixed aldehydes, alcohols, and
esters

1,3-propendiamine, N-[3-
branched tridecyloxyl propyl]
derivatives; acetic acid
1,3-propendiamine, N-[3-
branched tridecyloxyl propyl]
derivatives

Polyglycol esters in hydrocarbon
solvent
Producing Company

Shell
Nalco
Sherex

Sherex
Sherex

Nalco
'This list is not meant to be a full representation of all reagents used in the industry.
Source: Ryan 1991

The use of flotation techniques by operations such as the Minntac Mine has enabled the facility to
produce pellets containing less than 4 percent silica (Strukell 1991).  Lower silica content and higher
iron concentrations in the pellets being produced result in an improved productivity and energy
efficiency at blast furnaces (Iwasaki 1989).  This may be particularly true at newly developed direct-
reduction electric furnaces should the economics become favorable in the future. Such furnaces
produce a direct-reduced iron product that can then be used as a feed to a steel producing electric
furnace according to the American Iron Ore Association and the Iron Mining Association of
Minnesota.

Wastes from the flotation cell are collected from the tailings overflow weir.  Depending on the grade
of the  froth, it is recycled for further recovery of iron units or discharged as tails.  Tailings contain
remaining gangue, unrecovered iron minerals, chemical reagents, and process waste water.
Generally, tailings proceed to a thickener prior to going to a tailings impoundment. The solids
content of the slurry varies with each operation, ranging between 30 and 60 percent.  After
thickening, tailings may be pumped to an impoundment, solids may be recycled for further
beneficiation to collect remaining values, and clarified water may be returned to the milling process.
In the tailings pond, solids are settled out of the suspension and the liquid component may be recycled
                                               1-20

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                                                                    Mining Industry Profile: [ran
to the mill.  It should be noted that the chemical reagents used in flotation generally adhere to the
tailings particles and remain in the tailings impoundment.

1.4.2.4   Gravity Concentration

Although gravity concentration was once widely used in the beneficiation of iron ores, less than 1
percent of total domestic iron ore  was beneficiated using this method by the early 1990s (see Table
1-4).  The decline of this method  is chiefly due to the low cost of employing modern magnetic
separation techniques and the exhaustion of high-grade hematite iron ores of the Mesabi Range.

Gravity concentration is used to suspend and transport lighter gangue (nonmetallic or nonvaluable
rock) away from the heavier valuable mineral.  This  separation process is based primarily on
differences in the specific gravities of the materials and the size of the panicles being separated.
Values may be removed along with the gangue material (tailings) despite differences in density if the
particle sizes vary. Because of this potential problem, particle sizes must be kept uniform with the
use of classifiers (such as screens  and hydrocyclones).  Three gravity separation methods have
historically been used for iron ore: washers, jigs, and heavy-media separators (Weiss 1985).

Wastes from gravity concentration are tailings made up of gangue in the form of coarse- and fine-
grained particles and process water.  This material is pumped as a slurry to a tailings pond. The
solid content of the slurry varies with each operation, ranging between 30 and 60 percent.  Following
separation of solids in a tailings pond, tailings water  can be recycled to the mill or discharged.

 1.4.2.5    Thickening/Filtering

Thickeners (see Figure 1-2) are used to remove most of the liquid from slurried concentrates and
waste slurries (tailings). Thickening techniques may  be employed in two phases of iron ore
production: concentrates are thickened to reduce moisture content and reclaim water before
agglomeration, and slurried tailings are thickened to reclaim water.  Facilities usually employ a
number of thickeners concurrently.

Typically, iron ore operations use continuous thickeners equipped with a raking mechanism to remove
solids.  Several variations of rakes are commonly used in thickeners. When concentrates  are being
thickened, underflow from the thickener (concentrate) is collected and may be further treated in a
vacuum filter. The filter removes most of the remaining water from the concentrate (Weiss 1985).

The liquid component removed  during the thickening process may contain flotation reagents, and/or
dissolved and suspended mineral products.  The liquid is usually recycled to a holding pond to  be
 reused at the mill. When concentrates are thickened, the solid material resulting from these
 operations is collected as a final concentrate for agglomeration and processing (Fuerstenau 1970).
 Thickened tailings are discharged  to a tailings impoundment.
                                               1-21

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                     Mining Industry Profile:  Iron
                                        1
                                        Cl

                                        •3

                                        8
                                        
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                                                                    Mining Industry Profile:  Iron
1.4.2.6    Agglomeration

After concentration activities, agglomeration is used to combine the resulting fine panicles into
durable clusters.  The iron concentrate is balled in drums and heated to create a hardened
agglomerate.  Agglomerates may be in the form of pellets, sinter, briquettes, or nodules. The
purpose of agglomerating iron ore is to improve (he permeability of blast furnace feed leading to
faster gas-solid contact in the  furnace (Weiss 1985).  Agglomerating the ore prior to being sent to
blast furnaces reduces (he amount of coke consumed in the furnace by increasing the reduction rate.
It also reduces the amount of material blown out of (he furnace into the gas-recovery system (United
States S(eel 1973).

Historically, the four types of agglomerate products mentioned have been produced in  varying
amounts.  Today, however, pellets account for more than 97 percent of all agglomeration products.
Because of this, only (he pelletizing technique will be discussed in this report.  It should be noted,
however,  that the other agglomerates mentioned above are produced by similar high-temperature
operations.

Pelletizing operations produce a "green" (moist and unfired) pellet or ball, which is then hardened
through heat treatment.  These pellets are normally relatively  large (3/8 to 1/2 inch) and usually
contain at least 60 percent iron.  Pellets must be strong enough to withstand abrasion during handling,
transport, and high temperature treatment within the furnace.  It is also important for the material to
be amenable to relatively rapid reduction (removal of oxygen) in the blast furnace. Bentonite is often
added as  a binder to form  green pellets prior to agglomeration (Weiss  1985).

In addition to iron, pellet constituents can include silica,  alumina, magnesia, manganese, phosphorus,
and sulfur. Additives such as limestone or dolomite may also be added to the concentrate in a
process known as "fluxing," prior to balling to improve blast furnace recovery (Weiss  1985).  In the
past, these constituents were added in the blast furnace.  However, the development of fluxed pellets,
which incorporate the flux in the pellet material, has been shown to increase furnace efficiency (Nigro
 1991).  The composition of pellets produced by five (aconite facilities is compared in Table  1-7
(American Iron Ore Association  1991; U.S. DOI,  Bureau of Mines 1991b).  Since their development
in the late 1980's, fluxed pellets have gained in popularity.  In 1989, standard pellets accounted for
73 percent of total pellet production, while fluxed  pellets accounted for 24 percent. By 1990,  about
40 percent of Minnesota pellet output was  fluxed.  According  to the Bureau of Mines, North
American iron industry pellet production was about 38 percent fluxed in 1990.

The first  step in pelletizing iron concentrates is forming the pellets.  This is usually accomplished in a
series of  balling drums or discs.  The pellets are formed  by the rotating of the drums, which act to
 roll the iron concentrate into balls.  One of three different systems may then be used to produce
 hardened pellets:
                                               1-23

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                       Table 1-7. Chemical Composition of Average 1990 Standard and Fluxed Pellets and

                                         Pellets From Five Iron Ore Operations, 1990
Constituent
Total Fe
Silica
AID,
Mn
P
MgO
S
I. line
Moisture
Pellet Capacity
(in million long
tons/year)
1990 Avg.
Standard
Pellets
64.43 %
4.91 %
0.23 %
0.05 %
0.013 %
N/A
N/A
N/A
1.91 %
33.1
1990 Avg.
Fluxed
Pellets
61.35 %
4.25 %
0.12 %
0.03 %
0.06 %
N/A
N/A
N/A
2.14 %
20.8
LTV Steel Co.
63.71 %
4.94%
0.33 %
. . .
0.016 %
0.43 %
. . .
0.4S %
2.77 %
8.0
Evdeth
Mines
64.54 %
5.03%
0.08 %
0.07 %
0.015 %
0.31 %
0.003%
0.75 %
1.47%
6.1
National Steel
Pellet Co.
65.10 %
4.93 %
0.19 %
0.09 %
0.010 %
0.31 %
0.002 %
0.20%
1.25 %
4.6
Minntac
(Fluxed)
62.26 %
3.93 %

N/A
N/A
. . .
N/A
. . .
2.43 %
16.2
(including
acid pellets)
Minorca
61.35 %
4.13 %
N/A
N/A
N/A
N/A
N/A
N/A
2.00 %
2.5
N/A  Not Available



Sources:  American Iron Ore Association 1991; U.S. DOI, Bureau of Mines 1991b
5
>"
5'
                                                                                                                                I
                                                                                                                               3

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                                                                    Mining Industry Profile:  Iron
        •  Travelling-Grate—Is used to produce pellets from magnetite concentrates obtained from
          taconite ores. Green pellets are fed to a travelling grate, dried, and preheated. The pellets
          then proceed to the  ignition section of the grate where nearly all the magnetite is  oxidized
          to hematite.  An updraft of air is then used to cool the pellets.

        •  Shaft-Furnace—Green pellets are distributed across the top of a furnace by a moving
          conveyor belt, then  pass vertically down the length of the furnace. In the furnace, the
          pellets are dried and heated to 2400° F.  The bottom 2/3 of the furnace is  used to cool the
          pellets using an upward-rising air stream.  The pellets are discharged from the bottom of
          the system through a chunkbreaker.

        •  Grate-Kiln—Combines the grate technique with a rotary kiln.  No fuel  material is
          incorporated into or applied to the pellets in this process.  The pellets are dried and
          preheated on a travelling grate before being hardened by high-temperature heating in the
          kiln.  The heated gas discharge from the kiln is recycled for drying and preheating (United
          States Steel 1973).

Agglomeration generates byproducts in the form of particulates and gases, including  compounds such
as carbon dioxide, sulfur compounds, chlorides, and fluorides that are driven off during the
production process.  These are usually treated using cyclones, electrostatic precipitators (wet and
dry), and  scrubbing equipment. These treatment technologies generate either a wet or a dry effluent,
which contains valuable iron units and is commonly recycled back into the operation according to the
American Iron Ore Association and the Iron  Mining Association of Minnesota.                 *'
                                               1-25

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                                                                  Mining Industry Profile:' Iron
1.5    WASTES AND OTHER MATERIALS ASSOCIATED WITH IRON ORE
       EXTRACTION AND BENEFICIATION

This section describes several of the wastes and materials that are generated and/or managed at iron
ore extraction and beneficiation  operations and the means by which they are managed. As is noted in
the previous section, a variety of wastes and other materials are generated and managed by iron
mining operations.

Some, such as waste rock and tailings, are generally considered to be wastes and are managed as
such, typically in on-site management units.  Even these materials, however, may be used for various
purposes (either on- or off-site)  in lieu of disposal.  Some quantities of waste rock and tailings, for
example, may be used as construction or foundation materials at times during a mine's life. Many
other materials that are generated and/or used at mine sites  may only occasionally or periodically be
managed as wastes.  These  include mine water removed from underground workings or open pits,
which can be recirculated for on-site use (e.g., as mill makeup water) but also can be discharged to
surface waters.

The issue of whether a particular material is a waste clearly depends on the specific circumstances
surrounding its generation and management at the time.  In addition, some materials that are wastes
within the plain meaning of the  word are not "solid wastes" as defined  under RCRA and thus are not
subject to regulation under  RCRA. These include,  for example, mine water or process wastewafer
that is discharged pursuant  to an NPDES permit. It is emphasized that any questions as to whether a
particular material is a waste at  a given time  should be directed to the appropriate EPA Regional
office.

Facilities also store and use a variety of chemicals required by mine and mill operations.  A list of
chemicals used at iron mines, compiled from data collected by the National Institute for Occupational
Safety and Health (NIOSH) and supplemented by the U.S. DOI, Bureau of Mines is presented below
(National Institute for Occupational Safety and Health 1990):

  Acetylene                    Mercuric chloride            Propane
  Argon                       Methyl alcohol               Sodium hydroxide
  Calcium oxide                Nitric acid                   Sulfuric acid
  Carbon dioxide              Nitrogen                     Titanium dioxide
  Diesel  fuel                   Oxalic acid                   Toluene
  Hydrogen chloride           Phosphoric acid              Xylene
  Hydrogen fluoride
 The first subsection below describes several of the more important wastes (as defined under RCRA or
 otherwise) and nonwastes alike, since either can have important implications for environmental
                                              1-26

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                                                                    Mining Industry Profile: 'Iron
performance of a facility. The next subsection describes the major types of waste units and mine
structures that may present environmental concerns during and after the active life of an operation.

1.5.1   Extraction and Beneficiation Wastes and Materials

The subsections below describe many of the wastes and materials generated and managed at iron sites.
Notwithstanding the status of a particular waste or material, it should be noted that a number of
factors determine whether that  waste or material poses any risk to human health or the environment.
Perhaps the most important  are the inherent nature of the material (which is generally determined  by
its origin and the processes  by  which it is generated), the manner in which the material is managed,
and the environment in which it is managed and to which it could be released.  As noted above,
questions concerning the actual status of any particular material or waste should be directed to the
appropriate EPA Region.

1.5.1.1    Waste Rock

The solid material generated in the largest quantities by iron ore extraction is the material that
overlies the ore body (the overburden) and the other rock that has to be removed to gain access to the
ore (the mine development rock and waste rock).  The quantity and composition of waste rock vary
greatly between sites.  These wastes contain minerals associated with the ore body and host rock.
The materials  can occur in a wide range of particle sizes owing to variations in ore formations apd
differences  in mining methods.  In many operations, waste rock is disposed of in piles located near
the mine (Van Ness 1980).  It also can be used in dams or other on- or off-site construction.

1.5.1.2    Milling Dust Control Materials

Most mills  use a wet milling operation and employ water to control dust from crushing and grinding.
Slurried value-bearing process  water from dust control contains both suspended and dissolved solids.
The solid content of the slurry varies with each operation, ranging between 30 and 60 percent.  The
dust control slurry is typically  pumped to a ball mill overflow/hydrocyclone feed sump for further
beneficiation (U.S. EPA 1976).

1.5.1.3    Magnetic Separation Wastes and Materials

The primary wastes from magnetic separation (either wet or dry operations) are tailings made up of
gangue in the form of coarse- and fine-grained particles, and waste water slurry in the case of wet
separation.  Paniculate wastes  from dry  separation may also be slurried.  Following separation of
solids in a thickener or settling pond, solids are sent to a tailings impoundment and most of the liquid
component  can be recycled  to the mill or discharged if water quality criteria are met.
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                                                                   Mining Industry Profile:  Iron
1.5.1.4   Flotation Wastes and Materials

Discharge from a typical floatation cell system is made up of 25 to 50 percent solids, mostly gangue
material and small quantities of unrecovered iron minerals.  The liquid component of flotation waste
is usually water, along with any remaining reagents not consumed in the flotation process.  Most
operations send these  wastes to tailings impoundments where solids settle out of the suspension.  The
liquid component may then be used in other mining activities as needed or discharged if water quality
criteria are met.  The characteristics  of tailings from the flotation process vary, depending on the ore,
reagents, and processes used.

1.5.1.5   Gravity Concentration Wastes and Materials

Waste  from gravity concentration is mainly tailings (made up of coarse- and fine-grained particles and
process water).  These tailings are pumped as a slurry to a tailings impoundment.  The solid content
of the slurry varies with each operation, ranging between 30 and 60 percent.  Following the
separation of solids, process water may be recycled to the mill or discharged if water quality criteria
are met.

1.5.1.6   Agglomeration Wastes and Materials

The agglomeration process may generate carbon dioxide, sulfur compounds, chlorides, and fluorides,
which are driven off during the pellet production process. Large amounts of dust, containing metals
and other ore and additive constituents, may also be generated.  These wastes are usually collected
using cyclones, electrostatic precipitators, and scrubbing equipment and create both dry and slurry
forms of waste.  The  waste water is commonly combined with waste water generated during other
production  operations for treatment (typically settling and/or thickening). Solids are  returned for
recycling through the process, and the liquid component can be recycled to the mill or discharged
(U.S. EPA 1985b).

1.5.1.7   Mine Water

Because mine water that is discharged or otherwise released to the environment can be a source of
contamination, it is addressed in this section although it is not always a  RCRA-defmed waste.  Mine
water consists of water that collects in mine workings, both surface and underground, as a result of
inflow from rain or surface water, and ground water seepage.  As discussed previously, mine water
may be used and recycled to the beneficiation circuit, pumped to tailings impoundments for storage
prior to recycling or for disposal, or discharged  to surface water under an NPDES permit.

During the life of the mine, if necessary, water is pumped to keep the mine dry and allow access to
the ore body.  This water may be pumped from  sumps within the mine pit or from interceptor wells.
Interceptor wells are used to withdraw ground water and create a cone of depression  in the  water
table around the mine, thus  dewatering the mine.  Surface water contributions to the  volume of mine
                                              1-28

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                                                                   Mining Industry Profile: Iron
water are generally controlled using engineering techniques to prevent water from flowing into the
mine, typically by diverting it around pits or underground openings.

The quantity and chemical composition of mine water generated at mines vary by site.  The chemistry
of mine water is dependent on the geochemistry of the ore body and surrounding area.  After the
mine  is closed and pumping stops, the potential exists for mines to fill with water. Water exposed to
sulfur-bearing minerals in an oxidizing environment, such as open pits or underground workings, may
become acidified.

Sampling conducted by EPA at several iron operations in 1982 for the "Development Document for
Effluent Limitations Guidelines and Standards  for the Ore Mining and Dressing Point Source
Category" (U.S. EPA 1982) noted that, in general, mine water associated with iron operations is
characterized by low pollutant levels.  In some cases, detectable concentrations of arsenic [0.005
milligrams per liter (mg/1)], copper (0.90 and  120 mg/1), and zinc (0.018 and 0.030 mg/1) were found
in discharges from active iron mines.  Non-asbestiform amphibole mineral fibers were also detected,
but in relatively small amounts  (U.S.  EPA 1982).  It should be noted, however, that relatively few
samples were analyzed.  Relevant treatment requirements are summarized in the Current Regulatory
and Statutory Framework  Section of this report.

1.5.2   Waste and Materials Management                                                 *

Wastes and materials that  are generated as a result of extraction and beneficiation of iron ore are
managed (treated, stored,  or disposed of) in discrete units.  For the purposes of this report, these
units  are divided into two groups: waste rock and ore piles; and tailings impoundments.  These units
may be exposed to the environment, presenting the potential for contaminant transport.  In addition,
mine  structures such as pits and underground workings are described in  this section as they may
expose  constituents to the  environment and increase the potential for transport.

1.5.2.1    Waste Rock and Ore Piles

Overburden and waste rock removed from the mine are  stored or  disposed of in unlined piles onsite.
These piles may also be referred to as mine rock dumps or mine dumps. As appropriate, topsoil may
be segregated from overburden and mine development rock, and stored for  later use in reclamation
and revegetation.  These dumps are generally unsaturated and provide an environment that can foster
acid generation if sulfide minerals, oxygen,  and water are present. However, in Minnesota and
Michigan,  where most crude iron ore is produced, sulfide-bearing minerals  are present in only one
unique  geologic environment (see below), according  to the  American Iron Ore Association (Guilbert
1986), so acid generation  should not be a problem elsewhere.  Ore is also stored in piles at the mine
or mill  before beneficiation.
                                              1-29

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                                                                    Mining Industry Profile: Iron
1.5.2.2   Tailings Impoundments

Tailings are the discarded material resulting from the concentration of ore during beneficiation
operations.  Tailings are characterized by fine particle size and varying mineralogical and chemical
composition (Aleshin 1978).  Tailings typically take the form of a slurry consisting of water, with
solids from flotation, magnetic separation,  and/or agglomeration.  This material has minimal value at
present but is produced in extremely large  quantities.

Typically, tailings slurries initially contain 65 percent water and 35 percent solids.  At the tailings
impoundment, solids settle out of solution and water is reused, evaporated, or discharged if water
quality criteria are met.  Over time,  the solid component of the tailings impoundment increases,
eventually leaving damp or dry tailings material (Van Ness  1980).

Chemical analyses performed by the IIT  Research Institute in 1970 found that tailings from taconite
ore beneficiation  were composed of a variety of constituents, such as  metal oxides.   A summary of
the constituents found in taconite tailings, along with their associated  concentrations, is listed in Table
1-8 (Aleshin 1978; Schwartz 1970).

     Table 1-8.  Chemical Analysis of Taconite Ore Tailings, in Percentage of Total Weight
Constituent
SiO2
FexOy
A1A
MgO
CaO
NaO
K2O
LOI
Minor Constituents
Ni
Ti
Cu
Mn
Zn
S
P
Percentage of Total Weight
59
15
2.7
3.7
2.7
-
-
7.4

-
-
-
0.73
-
0.012
0.047
 Sources:  Aleshin 1978; Schwartz 1970
                                               1-30

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                                                                   Mining Industry Profile:  Iron
Mill tailings samples taken by EPA during the development of Clean Water Act effluent limitation
guidelines (U.S. EPA 1982) noted the trace amounts of several toxic metals in raw mill tailings
effluents.  These metals included antimony, arsenic, beryllium, cadmium, chromium, copper, lead,
nickel, selenium, silver, and zinc.  In some instances (Silver Bay, Minnesota and Groveland Mine,
Michigan), amphibole minerals with  fibrous characteristics may  be a constituent in the tailings.  While
amphibole minerals (cummington-grunerite) are present in some Eastern Mesabi Range taconite
formations, asbestos has not been identified as such (U.S. EPA  1976).  Most of these contaminants
can be removed or reduced as a result of effluent treatments, such as settling in tailings
impoundments  (U.S. EPA  1982).  This will be discussed further in the Environmental Effects Section
of this report.

The disposal  of tailings requires a permanent  site with adequate  capacity for the life of the mine.
Tailings ponds  or impoundments are created to dispose of these  wastes.  Literature consulted for this
report suggests that only impoundments are used in the iron ore industry.  As an example, the tailings
impoundment at LTV Steel Mining Company's facility at Hoyt Lakes is approximately 3,000 acres
and contains  about 500 million tons of tailings (LTV Steel Mining Company 1991).

Two general  classes of impounding structures may be used  to construct a tailings impoundment:
water-retention dams and raised embankments.  Dikes associated with impoundments are commonly
constructed of tailings  material.  The choice of impounding structure is influenced by the       t.
characteristics of the mill tailings and effluent, as well as the site.

 1.5.2.3   Mine Pits and Underground Workings

In addition to wastes generated during active  operations, pits and underground workings may be
allowed to fill with water when the mine closes or stops operation, since the need for dewatering is
over.  At one site in Minnesota, the  Dunka Mine, accumulated water,  or mine drainage, has acidified
through contact with sulfide minerals in an oxidizing environment and become contaminated with
heavy metals, as well as suspended solids.

At abandoned underground mines, deficiencies in mine shaft protection and mine subsidence may be a
problem.  However, these  problems  do not exist at open-pit operations,  where the bulk of iron  ore is
currently mined.  Although there is only one  underground iron mine currently operating in the  United
States, abandoned underground iron  mines have contributed to the creation of subsidence features.
For example, West Iron County, Michigan, subsidence features  caused by abandoned iron mines have
grown into large pits and caused interruptions in utility service, damage to roadways, and loss of life
(Michigan State, Geological Survey  Division  1983).
                                              1-31

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                                                                   Mining Industry Profile:  Iron
1.6    ENVIRONMENTAL  EFFECTS

Since wastes and other materials at active mines are managed on land, there is a potential for
environmental contamination from various parts of the mining operation.  Mine pits and underground
workings, overburden and waste rock piles, ore piles, and tailings impoundments in the iron ore
mining industry are of particular note, since these are the areas in which toxic contaminants are most
commonly found.  A discussion of the potential environmental effects associated with iron ore mining
is presented in the following sections. Specific examples from industry are included in this  section,
as appropriate.  Actual environmental damages at iron mine sites are described in the Damage Case
Section of this report.

This section does not purport to be a comprehensive examination of environmental damages that can
occur or  that actually occur at mining operations. Rather, it is a brief overview  of some of the
potential  problems that may occur under certain conditions.   The extent and magnitude of
contamination depends on highly variable site-specific factors that require a flexible approach to
mitigation.  EPA is aware that many of the potential problems can be, and generally are, substantially
mitigated or avoided by proper engineering practices, environmental controls, and regulatory
requirements.

1.6.1  Ground Water/Surface Water
                                                                                         »
The primary concerns for ground water and surface water at mine sites are chemical and physical
contamination associated with mine  operation. Exposed ore, overburden piles, waste rock and ore
piles, tailings impoundments, and other disturbed areas can contribute sediment and increase the total
solids load to surface water bodies.  Other potential sources of surface and ground water
contamination include fuel spills, flotation reagents, cleaning solutions, and other chemicals used or
stored at the site.

For iron recovered from sulfide-bearing ores, acid generation due to the oxidation of sulfides (e.g.,
pyrite and pyrrhotite) in the ore body, host rock, and waste material may be  of concern.  Trace
elements and minerals  often associated with iron deposits includes aluminum, antimony, arsenic,
beryllium, cadmium, chromium, copper, lead, manganese, nickel, selenium,  silver, sulfur, titanium,
and zinc (U.S. DOI, Geological Survey  1973).  Lowering of pH increases the solubility of these
constituents, and may make them available for transport in both surface water and ground water.
However, acid drainage from iron ore mines  is known  to occur only at the Dunka Mine in Minnesota
and at abandoned underground mines.

Surface and underground mines may need to  be dewatered to allow extraction of ore.  This  can be
accomplished in one of two ways:  pumping from ground water wells to lower the water table, or
pumping directly from the mine workings. After a mine is abandoned, pumping is usually  stopped,
allowing the pit or underground workings to  fill with water. Over time, this may lead to uncontrolled
                                              1-32

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                                                                    Mining Industry Profile:  Iron
releases of mine water.  Mine water from iron mines generally has a PH of seven or higher and
presents no known problems.  However, mine water at the Dunka Mine site in Minnesota is acidic
and contaminated with metals as welt as dissolved and suspended solids.

1.6.2  Soil

Environmental impacts to soils as a result of mining activities are most commonly associated with
erosion and contamination.  Erosion may be caused by land disturbances and removal of vegetation
related to mining activities. Under these conditions, precipitation events, such as snowmelt. may lead
to erosion of soils.

Contamination of soils may result from water discharge, runoff, seepage from tailings impoundments.
pits and mine workings,  as well as from the overburden, waste rock, and ore piles directly to soils.
In addition, deposition of windblown particulates from piles and dry tailings impoundments  may also
be a source of soil contamination. Other sources of soils contamination include spills of fuels,
flotation reagents, cleaning solutions, as well as other chemicals used or stored at the site.

1.6.3  Air

The primary sources of air contamination at mine sites are fugitive dust from dry surfaces of dry
tailings impoundments, as well as overburden, waste rock, and ore piles.  Blasting generally produces
relatively large panicles  that settle rapidly and have little effect on ambient air quality.  In addition,
fugitive dust from milling is limited because 99 percent of iron ore milling in Michigan and
Minnesota is wet according to the American Iron Ore Association.

Often, tailings impoundments are not completely covered by pooled water; thus, dry tailings may be
available for windblown transport. Deposition of windblown tailings provides exposure routes for
contamination of ground water, surface water,  and soil.

A 1982 NIOSH study of asbestos control at mines and mills sampled several surface and underground
iron mines.  The amphibole silicate mineral cummington-grunerite is present in some iron ore
deposits. Although this silicate is not naturally found  in a fibrous state, milling activities may lead to
fibrous cleavage fragments that resemble asbestos. The study examined several iron mine production
areas, including blasting, drilling, extraction, ore transportation, milling, and concentrating.  The
results from  these analyses included the following (National Institute of Occupational Safety and
Health 1982):

        •  Blasting—22 percent of samples exceeded the low PEL and  100 percent were less than
           medium PEL.

        •  Surface Operation Drilling—23 percent of samples exceeded low PEL, 5 percent exceeded
           medium PEL, and 100 percent were less than high PEL.
                                              1-33

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                                                                  Mining Industry Profile: Iran
       •  -Surface Operation Extraction-1 ft percent of samples exceeded all PEL standards.

       •  Surface Ooerarion Ore Transporting-10 percent of samples exceeded low PEL, 4
          percent exceeded medium PEL. and 2 percent exceeded high PEL.

       •  Mil|ing-33 percent of samples exceeded low  PEL. 22 percent exceeded medium PEL, and
          16 percent exceeded high PEL.

       •  Cgncentrating— 11 percent of samples exceeded low PEL, 7 percent exceeded medium
          PEL. and 4 percent exceeded high PEL.

The actual impact, if any.  of these conditions on taconite miners is not known. The American Iron
Ore Association sponsored studies of health impacts on taconite miners and millers beginning in 1979.
The most recent study, "An Updated Analysis of Monality in a Cohort of Minnesota Taconite Miners
and Millers," concluded that considering the minimum potential latency period of 30 years, there was
"no evidence to support any association between low level exposures to nonasbestiform amphibole
particles or quartz with either lung cancer, nonmalignant  respiratory disease or any other specific
cause" (Cooper, et al. 1991).

1.6.4  Damage Cases

Damages resulting from the management of wastes from  the mining of iron and associated minerals
have been documented.  Minnesota and Michigan have verified three sites where environmental
contamination has resulted from iron mining.  They are the Reserve Mining Company site and the
Dunka Mine, both in Minnesota, and the Iron River District in Michigan.

1.6.4.1   Reserve Mining Company; Silver Bay, Minnesota

In 1971, EPA conducted a study of taconite tailings disposal into Lake Superior by the Reserve
Mining Company operation in Silver Bay, Minnesota.  The report notes that 67,000 tons of taconite
tailings slurried with 500 million gallons of water were discharged into Lake Superior per day during
plant operations. Particle sizes in the tailings ranged from 3/8 inch to less than one micron.  Coarse
particles contained in the slurry settled on the bottom of the lake as sediment; fines panicles either
settled out or were dispersed because of temperature differences between the wastewater and
thermoclines in the  lake.  When dispersion occurred, water currents acted to keep the panicles in
suspension and transport them over a wider area of the lake.  In 1971, the tailings were  estimated to
cover 160 square miles of the bottom of Lake Superior along the coast southwest of Silver Bay.
Tailings discharges  into the lake have been associated with increased concentrations of iron and
manganese both in the lake itself and in surrounding waterways (U.S. EPA  1971).

EPA studies have also noted the presence of asbestiform-type amphiboles (over 20 percent) within the
Reserve Mining Company taconite beds at Babbitt, Minnesota. These minerals remained in the ore as
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                                                                   Mining Industry Profile:  Iron
acicular or needle-like grains, even during milling activities.  The grains were discharged through
emission stacks of the facility's agglomeration plant and as a waste slurry into Lake Superior.

Several environmental impacts have been associated with tailings discharge (U.S.  EPA 1971):

        •   Algal growth in the lake was stimulated because of nutrient increases
        •   Growth of iron-fixing bacteria in the lake increased
        •   Populations of benthic fauna (such as shrimp) decreased by as much  as 50 percent.

Tailings from the mine  were also thought to have contaminated local ground water supplies (U.S.
EPA  1971).

It should be noted that,  according to the Iron Mining Association of Minnesota, the Reserve operation
has since changed its method of tailings disposal, converting to on-land disposal subject to specific
permits issued and monitored by the Minnesota Pollution Control  Agency and the Minnesota
Department of Natural Resources.

1.6.4.2    Dunka Site:  Babbitt, Minnesota

The Dunka Site, owned by LTV Steel Mining Company, is a full-scale open-pit taconite operation
near Babbitt, Minnesota. Piles of waste rock, generated during open-pit taconite mining, are stored
onsite.  These piles exceed 50 million tons,  cover 320 acres, and contain metal  sulfide minerals.   (It
should be noted that the Dunka Mine is a unique  geological situation, not found elsewhere in
Minnesota or Michigan and is not  typical to iron  mining.)  The Duluth Gabbro, a mafic formation
that contacts the iron formation at  this point, has  been subject to several exploratory operations for its
copper and nickel values. The mine waste rock may be, therefore, more analogous to a copper-nickel
mine, rather than an iron ore mine.  An extensive remediation process is under  way at the Dunka site,
which includes an experimental wetland treatment system, plus testing of two, more technically
advanced systems, one of which has been selected for permanent installation. Further, closure notice
has been given for this property according to the  American Iron Ore Association.

The Minnesota Department  of Natural Resources  (DNR) found that more than 95  percent of all
leachate samples taken from the mine site between 1976 and 1980 had pH values between 6.0 and
8.5, but values as low as 4.5 were reported.  Specific information regarding sampling procedures was
not provided. Concentrations of trace metals (copper, nickel, cobalt, zinc) exceeded ambient levels
by  10 to 10,000 times.  Toxicity testing showed that copper and nickel concentrations exceeded the
48-hour lethal concentration (LC50) for Daphnia  pulicaria. while nickel concentrations also exceeded
the 96-hour LC50 for fathead minnow. Concentrations  of calcium, magnesium, and sulfate in the
stockpile drainage were also elevated,  but these heightened concentrations were  of less environmental
concern than the metals (Minnesota Department of Natural Resources 1981).
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                                                                   Mining Industry Profile:  Iron
Total discharge from the watershed into Bob Bay on Birch Lake was estimated to be 500 million
gallons per year.  The annual flow contained a mass load of over one ton of nickel, presumably in
solution. Nickel contributed more than 90 percent of the trace metal load,  and less than 40 percent
was  removed through natural lake processes (Minnesota Department of Natural Resources 1981).

Studies of waste rock pile drainage flowing through a white cedar swamp prior to entering Unnamed
Creek between July 1976 and August  1977 indicated average nickel and copper concentrations in
solution were  17.9 and 0.62 mg/1, respectively. Analysis of water quality  and peat samples  indicated
that  at least 30 percent of the nickel and essentially 100 percent of the copper were  being removed
from the drainage by peat sequestration (U.S. DOI, Bureau of Mines 1986).  Subsequently, a pilot-
scale wetland treatment project was initiated in cooperation with the MDNR and MPCA to determine
the capability of an enhanced wetland  to remove heavy  metals waste rock pile seepage.  The system
currently consists of four enhanced wetland test cells constructed of peat from the surrounding area.
The  dimensions of the area are approximately 80 feet by 240 feet; a collection pipe at the end
provides for outflow. This project is  currently only a temporary system, but may be expanded if it
proves effective in treating leachate (Department of the Army 1990).

Pre-mining sediment samples from Bob Bay showed appreciable concentrations of the same metals
reported in 1981.  According to the American Iron Ore Association, the transport of metals to Bob
Bay  was occurring naturally before mining began  in that area.  In the study of trace metals in B
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                                                                  Mining Industry Profile: Iron
At the Dober Mine, highly acidic ground water seepages fill the abandoned pit and drain into the Iron
River. Between 50 and 100 gallons of contaminated water were reported to enter the river per
minute. In 1975, the mine drainage contained the following contaminants:  pH:  4.1; iron:  1.125
mg/l; manganese:  121 mg/1; sulfate:  5.130 mg/1; lead:  0.05 mg/l; and cadmium: 0.02 mg/1
(Michigan State. Geological Survey 1978).

Acid drainage from the Buck Mine results from waste rock piles located along the Iron River.  The
waste rock piles cover about 19 acres and contain pyrite-bearing rock and approximately 10.2 million
pounds of sulfur. The sulfur has the potential to  generate as much as 31.1  million pounds of sulfuric
acid.  The combined flow from these piles in 1976 and  1977 was approximately 441 gallons per
minute and deposited 117 pounds of iron, 56 pounds of manganese, and 9,750 pounds of sulfate per
day (Michigan State, Geological Survey  1978).
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                                                                  Mining Industry Profile:  Iron
1.7    CURRENT REGULATORY  AND STATUTORY FRAMEWORK

Iron ore mining activities must meet the requirements of both Federal and State regulations.
Environmental statutes administered by EPA or the states, such as the Clean Water Act (CWA) and
the Clean Air Act (CAA). apply to mining sites regardless of che status of the land on which they are
located. The extent to which other Federal regulations apply depends on whether a mining operation
is located on federally owned land.  Federal regulations exist for operations on Federal lands managed
by the U.S. Forest Service (FS). the U.S. Fish and Wildlife Service (FWS), the National Park
Service (NPS), and other land management agencies.  In addition, the U.S.  Army Corps of Engineers
has promulgated rules for construction and mining activities that have the potential to affect wetlands
and navigable waters. Finally, operations must comply with a variety of state requirements, some of
which may be more stringent than Federal requirements.

Federal air quality regulations do not specifically address iron ore extraction and beneficiation, but
they do regulate certain types of air pollution. Federal water quality regulations, on the other hand,
include effluent discharge standards for specific types of point-source discharges to surface  waters
from  iron mining operations. Federal  land management agencies have regulations that, in some cases.
target particular types of extraction and beneficiation methods, but generally are not specific to
individual, nonfuel mineral types.   State regulations similarly address operations types, but  less
frequently target specific minerals. In Minnesota,  however. State reclamation regulations are specific
to ferrous mining operations.

This section summarizes  the existing Federal regulations that may apply to iron ore mining
operations.  Because little or no iron mining occurs on Federal lands, programs and regulations that
govern iron ore  mining and that are implemented by the Departments of Agriculture and Interior are
not described.  It also provides an overview of the operational permitting, water quality, air quality,
waste management, reclamation, and wetlands protection regulations in  the two predominant iron-
producing States (Minnesota and Michigan).

1.7.1  Federal Environmental Protection Agency Regulations

1.7.1.1    Resource Conservation and Recovery Act

The EPA implements the Solid Waste  Disposal Act of 1978 (SWDA), as amended by RCRA, as
amended by the Hazardous and Solid Waste Amendments (HSWA) of 1984  (collectively referred to as
RCRA) to protect human health and the environment from problems associated with solid and
hazardous wastes. Mining wastes are  included in RCRA's definition of solid waste, and in  1978,
when EPA proposed regulations for the Subtitle C hazardous waste program, special management
standards were proposed for mining wastes.  However, in 1980, RCRA was amended to include what
is known as the Bevill Amendment (RCRA §3001(b)(3)(A)). The Bevill Amendment provides a
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                                                                    Mining Industry Profile: Iron
conditional exclusion from RCRA Subtitle C hazardous waste requirements for wastes from the
extraction, beneficiation, and processing of ores and minerals.

The exemption was conditioned upon EPA's preparation of a report to Congress on the wastes and a
subsequent regulatory determination that regulation under Subtitle C was appropriate.  EPA met its
statutory obligation with regard to extraction and beneficiation wastes with the 1985 Report to
Congress. Wastes from the Extraction and Beneficiation of Metallic Ores, Phosphate Rock. Asbestos.
Overburden from Uranium Mining and Oil Shale.  In the subsequent regulatory determination (51 fg
24496; July 3. 1986). EPA indicated that extraction and beneficiation wastes (including iron mining
wastes) should not be regulated as hazardous but should be regulated under a Subtitle D program
specific to mining wastes.

As discussed above, wastes from the extraction and beneficiation of ores and minerals are generally
excluded from RCRA Subtitle C requirements by the  Bevill Amendment.  EPA interprets  this
exclusion to encompass only those wastes uniquely associated with extraction and beneficiation
activities; the exclusion does not apply to wastes that  may be generated at a facility but are not
uniquely related to mineral extraction or beneficiation.  For example, waste solvents that meet the
listing requirement as a hazardous waste under 40 CFR 261.31 and are generated at an extraction or
beneficiation facility by cleaning metal parts (i.e.. activities not uniquely related to extraction and
beneficiation) are considered hazardous wastes and regulated as such. These wastes must  be managed
as any other hazardous waste, subject to the Federal requirements in 40 CFR Parts 260 through 271
(or State requirements if the State is authorized to implement the RCRA Subtitle C program),
including those for manifesting and disposal in a permitted facility.

 1.7.1.2    Clean Water Act

Under Section 402 of the CWA (33  USC § 1342), all point-source discharges to waters of the United
States from industrial and municipal sources must  be permitted under the National Pollutant Discharge
Elimination System (NPDES).   A point source is defined as any discrete natural or manmade
conveyance,  including pipes, ditches, and channels.  NPDES  permits are issued by EPA or authorized
States.

Effluent limits imposed on an NPDES permittee are either  technology-based or water quality-based.
National technology-based effluent guideline limitations have  been established for discharges from
active iron ore mines under the Iron Ore Mining and Dressing Point-Source Category (40 CFR Part
440,  Subpart A).  These regulations govern discharges from surface (open-pit) and underground
mining operations related to the extraction, removal, or recovery of iron ore and waste water
discharges from mills beneficiating iron ore by physical separation (both magnetic and nonmagnetic)
and/or chemical separation.  Discharges from these operations must meet Best Available Technology/
 Best  Practicable Technology (BAT/BPT) standards for iron, total suspended solids, and pH. The
specific effluent standards  are summarized in Table 1-9.  In addition, the Ore Mining and Dressing
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       Table 9.  BPT and BAT Standards for the Ore Mining and Dressing Point Source Category:  Iron Ore Subcatcgory.
                        Concentration of Pollutants Discharged in Mine Drainage (milligrams per liter)
POLLUTANT
Iron
Total Suspended
Solids
PH
BPT Maximum
for | Day
2.0
30
6.0 - 9.0
BPT Average of Daily
Values for 30 Consecutive
Days
1.0
20
6.0 - 9.0
BAT Maximum
for 1 Day
2.0
N/A
N/A
BAT Average of Daily Values
for 30 Consecutive Days
1.0
N/A
N/A
Source:  40 CFR Part 440 Subpart A
                 BPT and BAT Standards for the Ore Mining and Dressing Point Source Category:  Iron Ore
               Subcategory.  Concentration of Pollutants Discharged from Mills That Use Physical (Magnetic and
                       Nonmagnetic) and/or Chemical Separation for Beneficiation (milligrams per liter)
POLLUTANT
Iron
Total Suspended
Solids
PH
BPT Maximum
for 1 Day
2.0
30
6.0 - 9.0
BPT Average of Daily
Values for 30 Consecutive
Days
1.0
20
6.0 - 9.0
BAT Maximum
for I Day
2.0
N/A
N/A
BAT Average of Daily Values
for 30 Consecutive Days
1.0
N/A
N/A
Source:  40 CFR Part 440 Subpart A
                                                                                                                             a
                                                                                                                             S'


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                                                                    Mining Industry Profile: Iron
regulations establish a "no discharge of process waste water to navigable waters" for mills in the
Mesabi Range.  Permit writers can establish additional limitations at a specific facility based on Best
Professional Judgment (BPJ).  For pollutants not addressed by these guidelines, effluent limits are
based on BPJ.

The NPDES  permit writer also must ensure that the NPDES permit will protect water quality. Table
I-10 identifies the Federal surface water quality criteria for pollutants that may be associated with
iron ore mining activities established by EPA's Office of Water. Individual states are required to
adopt water quality criteria at least as stringent as the Federal levels. The application of these criteria
is based on the designated use of a specific receiving water (e.g.. drinking water supply, aquatic life,
and/or recreational use).  Also, each State has  been required to develop instream water quality
standards to protect the designated uses of receiving waters.

         Table  1-10.  Federal Water Quality Criteria and Drinking Water MCL (in mg/1)
Constituent
Beryllium
Chromium (hex)
Chromium (tot)
Copper
Nickel
Silver
Zinc
Fresh
Acute1
130
16
1700*
18*
1400*
4.1*
120*
Fresh
Chronic1
5.3
11
210*
12*
160*
0.12
110*
Marine
Acute1
N/S
1,100
10,300
2.9
75
2.3
%
Marine
Chronic1
N/S
50
N/S
2.9
8.3
N/S
96
Maximum
Contamination
Limit (MCL)
N/S
0.05 mg
0.05 mg
N/S
N/S
0.05 mg
N/S
 'Standards are relative to water hardness.  Standards shown are for hardness 100.

 N/S - No Standard

 Source:  U.S. EPA, 1986

 NPDES permit writers must determine whether technology-based effluent limitations are adequate to
 ensure that applicable water quality standards are met. Where technology-based limits are not
 sufficiently stringent, water quality-based effluent limitations must be developed.  As a result, an
 NPDES permit may include technology-based effluent limitations for some pollutants and water
 quality-based effluent limitations for other pollutants.
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                                                                  Mining Industry Profile:  Iron
Contaminated storm water discharges from some mining operations have been documented as causing
water quality degradation.  These regulations require NPDES permits for all point source discharges
of contaminated storm water from mines. Storm water requirements are applied to mine sites either
individually (i.e., through individual NPDES permits) or in larger groups (i.e.. through general
NPDES permits applicable to similar operations).

Some discharges from mine sites do not meet the traditional definition of a point source discharge.
Under Section 319 of the CWA, States have been required to prepare nonpoint-source assessment
reports and to develop programs to address  nonpoint sources on a watershed-by-watershed basis.
Each State must report to  EPA annually on  program implementation and resulting  water quality
improvements.

1.7.1.3    Clean Air Act

Under the CAA (42 USC  § 4209, Section 109), EPA established national primary  and secondary
ambient air quality standards  for six "criteria" pollutants. These are known as the National Ambient
Air Quality Standards (NAAQS). The NAAQS sets maximum concentration limits for lead, nitrogen
oxides, sulfur dioxide, carbon monoxide, and suspended paniculate matter of less than 10 microns in
diameter, and ozone.  To  attain the air quality goals set by the  CAA, States and local authorities are
given the responsibility of bringing their regions into compliance with NAAQS. In addition, states
may promulgate more stringent ambient air quality standards.

New Source Performance Standards (NSPS), authorized by Section 111 of the CAA, have been
promulgated for metallic mineral processing plants and can be found in 40 CFR Pan 60,  Subpart II.
Processing plants are defined as "any combination of equipment that produces  metallic mineral
concentrates from ore; metallic mineral processing  commences  with the mining of the ore."  (All
underground processing facilities are exempt from NSPS.) Also, NSPS paniculate emission controls
on concentration standards apply only to stack emissions. NSPS require controls on particulates
emitted from stacks in excess of 0.005 grams per dry standard  cubic meter (dscm).  In addition, stack
emissions must not exhibit greater than 7 percent opacity, unless the facility uses a wet scrubbing
emission control device.  However, on or after 60 days following the achievement  of the maximum
production rate (but no later than 180 days  after initial startup), operations must limit all process
 fugitive  emissions (meaning fugitive dust created during a processing operation though not released
through a stack) to 10 percent opacity.

 Prevention of Significant  Deterioration (PSD) provisions of the CAA are intended to ensure that
 NAAQS are not exceeded. Under this program, new plants, additions, and major modifications are
 subject to extensive study requirements if they will emit (after controls are applied) specified
 quantities of certain pollutants.  At  least four taconite mines  in Minnesota and Michigan have had to
 go through PSD review.

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                                                                   Mining Industry Profile: Iron
State ambient air standards promulgated to meet or exceed Federal NAAQS are generally maintained
through permit programs that limit the release of airborne pollutants from industrial and land-
disturbing activities.  Fugitive dust emissions from mining activities may be regulated through these
permit programs (usually by requiring dust suppression management activities).

Currently, only the six criteria pollutants are regulated by NAAQS. Several other pollutants are
regulated under National Emission Standards for Hazardous Air Pollutants (NESHAPs). NESHAPs
address health concerns that are considered too localized to be included under the scope of NAAQS.
No NESHAP standards apply to iron-ore mining operations.

Under the 1990 Amendments to the CAA, Congress  required EPA to establish technology-based
standards for a variety of hazardous air pollutants, including many metal compounds associated with
iron-ore mining including manganese  and nickel.  In November 1993, EPA published a list of source
categories and  a schedule for setting standards for the selected sources.  Furthermore,  if a source
emits more  than 10 tons per year of a single hazardous air pollutant or more than 25 tons per year of
a combination of hazardous air pollutants, the source is considered a "major source."  Major sources
are required to use the maximum available control technology to control the release of the pollutants
(CAA Section  112).

1.7.2   State Regulations

 1.7.2.1    Minnesota

Minnesota's regulatory requirements for  iron-ore mining activities include Federal water and air
regulations  and other State-specific requirements. Two State  agencies are responsible for regulating
mining activities.  An Interagency Coordinating Committee coordinates programs of the Minnesota
Pollution Control  Agency and the Department of Natural  Resources (DNR) as they relate to mining
and, in addition, works with other Federal, State, and local regulatory agencies.

The Minnesota Pollution Control Agency (MPCA) is the lead agency for regulating the following:

         •  Air quality.
         •  Solid and hazardous waste
         •  Noise control/abatement
         •  Ground and surface water  quality.

 The DNR is responsible for the regulation of mining operations, including the following:

         •  Sitting, design, construction, operation, and deactivation, including reclamation of lands
           disturbed after August 1980

         •  Water appropriations (i.e., taking or disposing of water)

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                                                                   Mining Industry Profile:  Iron
        •   Dam safety (including location, materials, and operation)

        •   Activities affecting alteration of protected waters.

Operation and Reclamation

Minnesota's Mineland Reclamation Act and  its implementing rules require a "permit to mine," which
is issued for the life of the mine. The rules, specific to iron-ore mines, establish design standards for
buffers  and barriers, sloping and landform, open pits, stockpiles, tailings disposal areas, management
of runoff, and vegetation. In-mine  disposal  of mining waste is allowed.  The permittee is required to
submit environmental setting maps, mining and reclamation maps,  mine operating plan details of
ground  water conditions, and a reclamation plan.  An annual mining  report must be submitted that
includes a  report on reclamation activities.  A performance bond may also be required at  any time.
Mining is prohibited or restricted in specific areas.  (Minnesota Mineland Reclamation Act, Chapter
93, Minnesota  Mineland Reclamation Rules, Chapter 6130.) Mining areas must be inspected
periodically for compliance with design and  operating standards, and permits may be modified or
revoked and fines imposed for failure to achieve compliance.  In addition, the State maintains
authority over mine water in open pits and can require owner/operators to monitor water  quality and
treat discharges after closure.

Water Quality

Minnesota is authorized to implement the NPDES program and regulates point-source discharges
accordingly.  The State discharge limits are  the same as die Federal guidelines.  Pursuant to Clean
Water Act requirements, Minnesota has established numeric standards to protect designated uses of
surface waters  and, thus, permit limits may be based on water quality as well as BAT/BPT.  State
Disposal System (SDS) permits  are required for land application of sludge and waste waters.
(Minnesota Water Pollution Control Laws, Chapter 115; Minnesota Permit Rules).

Minnesota has  no ground water  classification system, but has defined all ground water as potentially
potable, with a policy of nondegradation.  As necessary, site-specific requirements are applied based
on Maximum Contaminant Levels established by EPA under the Safe Drinking Water Act or State
Recommended Allowable Levels.

Air Quality

The Air Pollution Control Rules and Regulations stipulate that any  emission source must not  interfere
with the attainment or maintenance of the National ambient air quality standards, must comply with
NESHAPs (as  noted, some apply to iron ore operations), and any applicable Federal standards of
performance for new stationary  sources. (Minnesota Waste Management Act, Chapter 116 of the
Minnesota Statutes  Annotated; Minnesota Air Pollution Control Rules and Regulations, Chapter
7005).  In addition, Minnesota rules require that "mining shall be managed to control avoidable dust."
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                                                                   \fining Industry Profile; Inn
Solid Waste

Under Minnesota's General Technical Requirements for Solid Waste Facilities, mining wastes are
excluded from these regulations provided the facility is permitted under the mine reclamation rules
(Minnesota Waste Management Act. Chapter 115A of the Minnesota Statutes Annotated; Minnesota
General Technical Requirements for Solid Waste Facilities. Chapter 7035.2525).

1.7.2.2   Michigan

Michigan has various regulatory requirements controlling iron-ore mining activities.  Some of the
regulations are the result of Federal program delegation while others were developed under State
statutes.  Major programs are described below. In addition to these, solid waste requirements and
dam safety requirements may apply to mining activities.  The State's solid waste laws require that a
license must be obtained from either the State's Waste Management Division or a certified county
health department to construct a solid waste disposal facility.  The permit application process includes
hydrogeological monitoring and reporting and a surety bond.

Reclamation

Michigan's  Mine Reclamation Act and its administrative rules apply to open-pit mining.  The rules
require reclamation activities relating to control of erosion and air and water pollution to be conducted
concurrently (where feasible) with the mining operation and initiated "at the earliest possible time"
after abandonment.  Any portion of a mining area that has been inactive for more than 1 year is
deemed abandoned.  Reclamation must be completed within 2 yean of abandonment, although this
timefnune can be extended if approved by the Michigan Department of Natural Resources. The rules
stipulate  that all worthless debris and rubbish must be removed from the mining area within 1  year of
abandonment.  Required reclamation of open pits, stockpiles, tailings basins, dikes, borrow pits, and
 roads includes sloping and grading, stabilization,  and vegetation. (Michigan Mine Reclamation Act.
Act No.  92 of the Public Acts of 1970; Michigan Mine Reclamation Act Administrative Rules.
Chapter 123).

 The rules require written notice to DNR prior to commencement of mining, the submission of an
 annual plan map showing location and boundary of the mining area, plants, open pits, stockpiles,
 surface water bodies, tailings basins,  roads, active and abandoned portions of the mining area.
 drainage, and discharges from mining operations.  The rules also require written notice to DNR of
 abandonment of any portion  of the mining area and a report of reclamation activities must be
 submitted annually until reclamation is  completed and approved by DNR.  The DNR may require
 submission of a reclamation plan and a surety or  security bond in an amount equal to the cost of
 reclamation.
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                                                                                   Profile: iron
Water Quality

Michigan regulates the discharge of waste into the State's surface waters under a federally approved
NPDES program.  Any waste discharges onto the ground or into the ground water are regulated by a
State permit. The Water Resources Commission (within DNR) administers both the NPDES permit
and State permit systems under the authority of the Michigan Water Resources Commissions Act and
through the Water Resources Commission General Rules.  Both the State and NPDES permits require
that discharges meet all applicable effluent limitations authorized under the Federal Clean Water Act;
there are no additional State-wide standards for mining industry discharges.  However, the Water
Resources Commissions Act and .its rules do not apply to iron ore mining operations that affect
surface waters owned by or under the control of the mining company.  Waters from the mining site
that are permitted to escape into public waters are also not regulated if the water contains a minimal
amount (not defined in the rules) of residue from the mining operations.  The Act and its rules also
do not apply to the discharge of water from underground mining operations subject to a determination
by the Water Resources Commission (Michigan Water Resources Commission Act, Chapter 323 of
the Michigan Compiled Laws; Michigan Water Resources Commission General Rules; Michigan
Water Quality  Standards).

Air Quality

The State's ambient air quality standards are the same as the Federal requirements.  Operators of all
sources of air contamination (including mining and beneficiation/mill operations) are required to
obtain a "permit to install" the equipment or process that will be the source of air contamination and a
 "permit to operate" the air emission source.  These operations may also be required to develop and
 implement a fugitive dust control operating program. Any emission source must not interfere with
 the attainment or maintenance of the national ambient air quality standards, must comply with the
 national emission standards for hazardous air pollutants (none are iron ore mining applicable), and
 any applicable Federal standards of performance for new stationary sources. Permits must be
 obtained for the construction and operation of any new sources.  An evaluation must be submitted by
 the applicant that includes an estimate of air quality after construction of the proposed facility to
 ensure that ambient air quality will be maintained.  (Michigan Air Pollution Laws, Chapter 336 of the
 Michigan Compiled Laws; Michigan Administrative Rules for Air Pollution Control.)

 In addition, Michigan's Administrative Rules for Air Pollution Control contain paniculate matter
 emissions and opacity limits for specific mining operations.

 Hazardous Waste
 Michigan's Hazardous Waste Management Act has the same mining waste exclusions found in the
  Federal hazardous waste regulations.  Mining overburden returned to the mine site and solid waste
  from the extraction, beneficiation, and processing of ores and minerals are exempt from the State's
                                               1-46

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                                                                 Mining Industry Profile;  Iron
hazardous waste regulations. (Michigan Hazardous Waste Management Act, Chapter 229 of the
Michigan Compiled Laws; Michigan Hazardous Waste Management Rules.)

Wetlands Protection

The State's Goemaere-Anderson Wetland Protection Act,  and its implementing rules, prohibits the use
or development of wetlands unless by permit.  However,  permits are not required for the construction
or maintenance of temporary roads for moving mining equipment through a wetland area or the
construction of iron mining tailings basins and water storage areas. Permits  that allow iron-ore
mining activity in a wetland area may contain conditions designed to mitigate the impact upon or
impairment to the wetland.  (Goemaere-Anderson Wetland Protection Act, Act No. 203 of the Public
Acts of 1979,  Chapter 281.7 of the Michigan Compiled Laws.)
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1.8    REFERENCES

Aleshin. E.. (editor).  1978. Proceedings of the 6th. Mineral Waste Utilization Symposium.
     Cosponsored by the U.S.  Bureau of Mines and III Research Institute.  Chicago. Illinois.

American  Iron Ore Association.  1991.  Iron Ore, 1990.  Cleveland, Ohio.

American  Iron Ore Association.  1990.  Iron Ore, 1989.  Cleveland, Ohio.

Cooper. W. Clark, et al.  1991.  An Updated Analysis of Mortality in a Cohort of Minnesota Taconite
     Miners and Millers. American Iron Ore Association, Cleveland, Ohio.

Department of the Army. 1990.  Letter dated August 30 from B. Wopat. Department of the Army, to
     R.W. von Bitter regarding receipt of application for permit to do channeling work in Unnamed
     Creek and requesting additional information.

Envirotech.  1974.  Cutting Flotation Costs with  Wemco 1 + /  Flotation Cells.  Bulletin No. F5-B55.
     Envirotech Corporation.  CAL Central Press.

Fuerstenau. M. C,  (editor). 1970.  Flotation,  Volume 2.  Society of Mining Engineers of the
     American Institute of Mining, Metallurgical, and Petroleum Engineers. Inc. New York, New
     York.

Gardiner, C.D., (editor).  1990. American Mines Handbook. The Northern Miner Press.  Toronto,
     Ontario, Canada.

Guilbert,  John M., and Charles F. Park, Jr.  1986.  The Geology of Ore Deposits, W.H.  Freeman
     and  Company, New York, New York.

Iwasaki, I.  1989.  "Bridging Theory and Practice in Iron Ore Flotation." In. Advances in Coal and
     Mineral Processing Using Flotation.  Society of Mining Engineers of the American Institute of
     Mining, Metallurgical, and Petroleum Engineers, Inc.  New York, New York,  pp 177-190.

Learmont, M. E.  1985 (December).  Taconite Operations on the Mesabi Range: Preliminary Report.
     Mineral Resources Research Center, Department of Civil and Mineral Engineering, University
     of Minnesota.  St. Paul, Minnesota.

LTV Steel Mining Company.  1991 (June). LTV Steel Hoyt Lakes, Minnesota 2-E Tailing Basin Site
     Investigation and Stability Analysis.  Prepared by EBASCO.  19 pp.

Michaelis, H., (editor).  1990/1991.  Randal Mining Directory.   Randol International Ltd. Golden.
     Colorado.

Michigan State, Geological Survey Division.  1983 (December). Assessment of Inactive Iron Mines in
     East Iron County, Michigan.  Lansing, Michigan.

 Michigan State, Geological Survey Division.  1978 (April).  Study of Mine Subsidence and Acid
      Water Drainage in the Iron River Valley, Iron County,  Michigan (by Dr. A. Johnson and G.
      Frantti).  Prepared for the State of Michigan by the Michigan Technological University.
                                              1-48

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                                                                  Mining Industry Profile;  inn
Minnesota State. Department of Natural Resources, Division of Minerals.  1984. Bob Bay Study (by
     J.A. Strudell, K.A. Lapakko. A.P.  Eger).  St. Paul, Minnesota.

Minnesota State, Department of Natural Resources. Division of Minerals.  1981. Heavy Metals
     Study: 1980 Progress Report on the Field Leaching and Reclamation Program (by A.P. Eger,
     K.A. Lapakko. A. Weir). St. Paul.  Minnesota.

Minnesota State. Department of Natural Resources. Division of Minerals.  1981. Transport of Trace
     Metals and Other Chemical Components in Mining Runoff through a Shallow Bay (by K.A.
     Lapakko and A.P. Eger). St. Paul, Minnesota.

National Institute of Occupational Safety  and Health.  1990 (October). National Occupational Health
     Survey of Mining: Iron Ore Report. Unpublished.  Morgantown, West Virginia.

National Institute of Occupational Safety  and Health, Division of Criteria Documentation.  1982
     (April).  Technological Feasibility of Control of Asbestos at Mines and Mills, Task 1 Progress
     Report,  Exposure Profiles.  Prepared by JRB Associates for the National Institute of
     Occupational Safety and Health under Contract No. 2-812-03-897.  Rockville. Maryland.

Nigro, J.  1991. Personal Communication between Dr. John Nlgro, Bureau of Mines, and Jonathan
     Passe of Science Applications International Corporation.  McLean,  Virginia.

Nummela, W.,  and I. Iwasaki.  1986.  "Iron Ore Flotation." In SME Advances in Mineral
     Processing. Society of Mining Engineers of the American Institute of Mining, Metallurgical,
     and Petroleum Engineers, Inc. New York, New York.

Ridge, J.D.,  (editor).  1968.  "Geology of the Iron Ores of the Lake Superior Region in the United
     States."  (by R.W. Marsden). In Ore Deposits of the United States, 1933-1967. Society of
     Mining  Engineers of the American Institute of Mining,  Metallurgical, and Petroleum Engineers,
     Inc.  New York, New York.

Ryan, G.  1991.  Personal Communication between G. Ryan, the American Iron Ore Association,
     and Jonathan Passe of Science Applications International Corporation. McLean, Virginia.

Schwartz, M.A., (chairman).  1970. Proceedings of the 2nd. Mineral Waste Utilization Symposium.
     Cosponsored by the U.S. Bureau of Mines  and IIT Research Institute. Chicago, Illinois.

Strukell, R. J.  1991 (February 9).  "Silica Flotation at U.S.X.'s Minntac Plant." In Sellings'Mining
     Review  80(6).   •

Taggart, A.F.  1945.  Handbook of Mineral Dressing.  John Wiley and Sons. New York, New
     York.

U.S. Department of the Interior, Bureau  of Mines.  1992.  "Iron Ore." In Mineral Commodity
     Summaries, 1992 (by P.M. Kuck).  Washington, D.C.

U.S. Department of the Interior, Bureau  of Mines.  1991(a). "Iron Ore." In Mineral Commodity
     Summaries, 1990 (by P.H. Kuck).  Washington, D.C.
                                             1-49

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                                                                 Mining Industry Profile:  Iron
U.S. Department of the Interior. Bureau of Mines.  I99l(b).  "Iron Ore." (by P.M. Kuck and CM.
     Cvetic) IQ Minerals Yearbook.  1989.  Washington. D.C.

U.S. Department of the Interior. Bureau of Mines.  I99l(c).  "Mining and Quarrying Trends in the
     Metals and Industrial Minerals  Industries" (by A.O. Tanner) IQ Minerals Yearbook. 1989.
     Washington. D.C.

U.S. Department of the Interior. Bureau of Mines.  1988(a).  "Mining and Quarrying Trends in the
     Metals and Industrial Minerals  Industries" (by A.O. Tanner). In Minerals Yearbook, Volume I:
     \fetalsandMinerals.  Washington. D.C.

U.S. Department of the Interior, Bureau of Mines.  1988(b).  "Iron Ore." (by P.M. Kuck) IQ
     Minerals Yearbook,  Volume 1:  Metals and Minerals.  Washington, D.C.

U.S. Department of Interior. Bureau of Mines.  1988(c). Water Use In Domestic Nonfuel Mineral
     Industries. Information Circular 9196.  Washington, D.C.

U.S. Department of the Interior, Bureau of Mines.  1986. Trace Metal Sequestration by Peat, Other
     Organics, Tailings, and Soils: A Literature Review (by K.A.  Lapakko, J.A. Strudell, A.P.
     Eger). NTIS # PB 87-186144.  Washington. D.C.

U.S. Department of the Interior, Bureau of Mines.  1983 (December).  Development Guidelines For
     Closing Underground Mines: Michigan Case Histories.  Washington, D.C.

U.S. Department of the Interior, Bureau of Mines.  1968. A Dictionary of Mining, Minerals, and
     Related Terms. Washington, D.C.

U.S. Department of the Interior, Geological Survey.  1973.  "Iron." IQ United States Mineral
     Resources. Geological Survey  Paper 820 (by H. Klemic, H.L. James, and G.D. Eberlein).
     Reston, Virginia.

 U.S. Department of the Interior, Minerals Management Service.  1989.  Mineral Revenues 1989.
     Washington,  D.C.

 U.S. Environmental Protection Agency.  1986.  Criteria for Water Quality. Washington, D.C.

 U.S. Environmental Protection Agency, Office of Solid Waste.  1985(a) (December). Report to
     Congress: Wastes From the Extraction of and Beneficiation of Metallic Ores, Phosphate Rock,
     Asbestos. Overburden from Uranium Mining, and Oil Shale.  EPA/530/SW-85-033.
     Washington,  D.C.

 U.S. Environmental Protection Agency, Industrial Technology Division.  1985(b) (September).
     Guideline Manual for Iron and Steel Manufacturing Pretreatment Standards.  Washington, D.C.

 U.S. Environmental Protection Agency, Effluent Guidelines Division.  1982 (May). .Development
      Guidelines for Effluent Limitations and Standards for the Ore Mining and Dressing Point Source
      Category. Washington, D.C.

 U.S. Environmental Protection Agency, Industrial Environmental Research Laboratory.  1976 (June).
      Metals Mining and Milling Process Profiles with Environmental Aspects. Prepared by Battelle
                                              1-50

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                                                                 Mining Industry Profile:  Iron
     Columbus Laboratories for US. Environmental Protection Agency.  NTIS Publication No.
     256394.  Washington, D.C.

U.S. Environmental Protection Agency. Office of Water Programs. 1971 (October).  Taconite
     Tailings Disposal, Reserve Mining Co.. Silver Bay, Minnesota.  Prepared by R.F. Weston for
     the U.S. Environmental Protection Agency under Contract No.  PB 253 346. NTIS* PB 253
     346.  Washington. D.C.

United States Steel.  1973.  The Making, Shaping, and  Treating of Steel (H.E. McGannon. editor).
     Herbick and Held, Pittsburgh, PA.

Van Ness. M.. (editor).  1980.  Proceedings of the 7th, Mineral Waste Utilization Symposium.
     Cosponsored by the U.S.  DOI. Bureau of Mines and I IT Research Institute.  Chicago, Illinois.

Weiss, N.L.. (editor).  1985. SME Mineral Processing Handbook, Volumes I and 2. Society of
     Mining Engineers of the American Institute of Mining, Metallurgical, and Petroleum Engineers,
     Inc.  New York, New York.

Zabrunov. S.A., (senior editor).  1990 (September). "Iron Range Update:  After A Rough Ten Years,
     Minnesota and Michigan Iron Miners Catch Their Breath.  Engineering and Mining Journal, pp
     22-27.
                                             1-51

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      APPENDIX 1-A




COMMENTS AND RESPONSES
          1-52

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                                                                  Mining Industry Profile:  Iron
                      APPENDIX l-A:  COMMENTS AND RESPONSES


A draft of the Industry Profile: Iron was provided to the U.S DOl. Bureau of Mines, the Western
Governors' Association, the Interstate Mining Compact Commission, the American Mining Congress
(AMC), the Mineral Policy Center, the  National Audubon Society, and Public Interest Groups for
their review and comment.  Approximately  165 comments were submitted to EPA by the following
three reviewers: the Bureau of Mines, the American Iron Ore Association, and the Iron Mining
Association of Minnesota. The comments included technical and editorial changes, as well as
comments on the scope of the Profile and how it relates to authorities provided under RCRA
Subtitle D.

Because several general concerns were raised by a number of commenters, EPA has grouped the
comments into  two categories. The first includes seven general concerns that  were raised by all
commenters.  These are addressed in the first section below.  The second category of comments
includes technical comments on this Profile, which were raised by specific reviewers, rather than the
group  as a whole.  These are addressed in the second section below.  All other comments, including
minor  technical and marginal notes, have been incorporated into the revised Profile; EPA believes
they have served to improve the document's accuracy and clarity. EPA would like to thank all the
agencies, companies, and individuals for their time and effort spent reviewing and preparing
comments on the Profile.

General Issues Pertaining to All Profiles

 1.     Comment: Several commenters objected to the use of hypothetical phrases like "may cause"
       or "may occur."  Their use was characterized as misleading and inappropriate in describing
       environmental impacts in an Industry Profile of this type.

        Response:  We believe that the  descriptions of conditions and impacts  that may occur
        regarding potential effects is appropriate in many cases, since the intent of the relevant
        sections of the profiles is to describe potential impacts that may occur  as a result of extracting
        and beneficiating ores and minerals.  As noted in the responses to related comments below,
        EPA has extensively revised the sections of the profiles addressing environmental effects.
        They are now more focussed and direct; they describe, in general  terms, a number of specific
        types of impacts that can occur  under particular conditions or in particular environments.

 2.      Comment:  A related issue raised by commenters was that EPA did not balance the profile by
        describing environmental protection practices currently followed by the mining industry.
        Instead, the commenters were critical that EPA selected the worst sites to describe, which
        represent only a small number of mines and even a few clandestine operations.

        Response: We believe the  Profile represents current environmental management practices as
        described in the current literature.  EPA also collected information on  current waste
        management practices at an iron mine (see Section 2.0).

 3.      Comment:  Commenters were concerned that the sites described in the discussion of
        environmental effects were under some other regulatory authority (e.g., CERCLA).

        Response: As noted above, the relevant sections of the profiles have been revised
        extensively.  However, EPA believes that, with proper qualification, sites under other
                                             1-53

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       regulatory authorities,  including CERCLA. arc relevant to any examination of actual or
       potential environmental effects.

4.     Comment:  Commenters were concerned that the Profile considered materials other than those
       considered "wastes" under RCRA.

       Response:  EPA believes it is proper to consider all facets of the industry that have some
       potential to pose risks  to human health and the environment.  Since this document is a
       technical resource for States and others, it is very much appropriate to describe areas of
       concern so they may be properly controlled by States.

5.     Comment:  Many commenters recommended  that the mitigating effects of site-specific factors
       on potential environmental effects be discussed.

       Response:  As noted above, we have revised the relevant  sections of the profiles, including
       the addition of language that emphasizes the site-specific nature of potential environmental
       effects.

6.     Comment:  Many commenters recommended  that the effectiveness of State regulatory actions
       in preventing adverse environmental effects be integrated  into any discussion of potential
       effects.

       Response:  The Profile has been amended to reflect the fact that State requirements can
       substantially reduce or eliminate many adverse environmental effects.

7.     Comment: A number of comments were received on the table in the draft profile that cited
       NIOSH data on the quantities of certain chemicals found on mine property and that included
       worker exposure limits. Commenters questioned the data's accuracy and relevance.

        Response:  The original table has been replaced with a simple list of chemicals typically found
       on sites.

Technical Issues Pertaining to the Iron Profile

9.      Findings of the 1985 Report to Congress should be presented in the profile, specifically the
        finding that no hazardous waste was produced by the iron ore industry.

        Response: We have not included this language from the 198S Report to Congress because, in
        light of the 1990 Report to Congress, this language is too vague.

 10.    The environmental effects data reflects only two sites (Dunka and Reserve Mine sites) and are
        thus misleading.

        Response: In keeping with changes to the environmental  effects sections noted above, the
        discussion of the Dunka and Reserve sites have been revised.

 11.    Much of the mine production, process, and tailings  impoundment capacity data are inaccurate
        and out of date.
                                              1-54

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                                                                   Muting Industry Profile: Iron
       Response:  Where possible, we have updated statistics with data from the Bureau of Mines
       and the American Iron Ore Association.  When up-to-date data were not available, specific
       statistics  were deleted.

12.     Commenten expressed concern about terminology use in asbestos discussions (e.g., need to
       distinguish between asbestiform and  non-asbestiform minerals).

       Response:  We have revised the terminology used in the discussions about asbestos and edited
       the appropriate sections. However, the 1971 EPA Report identified in the text documents the
       presence of asbestiform-type amphibole minerals in the Reserve Mining Taconite beds.

13.     Discussion of the Cimmaron Mine site should be  deleted because environmental degradation
       was a result of precious metals mining, not iron ore.

       Response:  We have deleted the discussion of the Cimmaron site.

14.    Any discussion of 1990 RTC on Mineral Processing is unwarranted as iron ore mining ends at
       agglomeration and does not include processing.

       Response:  We discuss the 1990 Report To Congress on Special Wastes from Mineral
       Processing in the introduction to the profile.  This is done to present an overview of all
       aspects of the mining industry and EPA's actions. The body of the report is confined to
       topics and materials associated with extraction and beneficiation, not  processing.

IS.    Delete the discussion of BLM management because 99 percent of iron ore is mined in states
       where this has no application.

       Response:  We have deleted the discussion of BLM management.

 16.    The Profile should include a description of Michigan solid waste laws and regulations which
       apply to non-mining wastes in the mining industry and Michigan's  dam safety laws and
        regulations.

        Response: We have noted the existence of these programs in the revised profile, although
       they are not discussed in detail.

 17.     Since the Profile was commissioned as part of the ongoing Subtitle D regulatory process,
        abandoned mine lands should not be included in this report, except insofar as they reflect
        current or future mining operations.

        Response: We feel that inclusion of abandoned mine sites is appropriate in providing useful
        information regarding potential environmental impacts.
                                              1-55

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 APPENDIX 1-B




ACRONYM LIST
     1-56

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                                                               Mining Industry Profile!  Iron
                                       Acronym List

AMC          American Mining Congress
AMD          Acid Mine Drainage
ARD           Acid Rock Drainage
BAT           Best Available Technology
BPJ            Best Professional Judgment
BPT           Best Practicable Technology
CAA           Clean Air Act
CFR           Code of Federal  Regulations
CWA          Clean Water Act
DNR           Department of Natural Resources
DOI           Department of the Interior
dscm           dry standard cubic meter
FS            Forest Service
FWS           Fish and Wildlife Service
HHS           Health and Human Services
HSWA        Hazardous and Solid Waste Amendments
LC50          lethal concentration
It             long ton
Itpy           long tons per year
MCLs         Maximum Contaminant Levels
mg/1           milligrams per liter
mg/mj         milligrams per cubic meter
mt            metric ton
NESHAPs     National Emissions Standards for Hazardous Air Pollutants
NIOSH        National Institute of Occupational Safety and Health
NPDES        National Pollutant Discharge Elimination System
NPL          National Priorities List
NPS           National Park Service
NSPS         New Source Performance Standards
PELs          Permissible Exposure Limits
PSD           Prevention of Significant Deterioration
RCRA        Resource Conservation and Recovery Act
SAIC          Science Applications International Corporation
SDS           State Disposal System
SDWA        Safe Drinking Water Act
st             short tons
SWDA        Solid Waste Disposal Act
TSCA         Toxic Substances Control Act
 U.S.          United States
 USC          United States Code
 EPA          U.S. Environmental Protection Agency
                                           1-57

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                              Sir* Visit Report: LTV Stetl
        MINE SITE VISIT:
LTV STEEL MINING COMPANY
         U.S. Environmental Protection Agency
             Office of Solid Waste
              401 M Street SW
            Washington, DC 20460

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                           2.0  SITE VISIT REPORT:  LTV STEEL

2.1    INTRODUCTION

2.1.1  Background

The  Environmental  Protection Agency (EPA) has initiated several information gathering activities to
characterize mining wastes and management practices. As part of these ongoing efforts, EPA is
gathering data by conducting visits to mine sites to study waste generation and management practices.
As one of several site visits, EPA visited LTV SMCo.'s facilities near Hoyt Lakes, Minnesota on
September  11  and 12, 1991.

Sites to be  visited were selected to represent  both an array of mining industry sectors and different
regional  geographies. All sites visits have been conducted pursuant to RCRA Sections 3001 and 3007
information collection authorities.  When sites have been on Federal land, EPA has invited
representatives of the land management agencies (Forest Service/Bureau of Land Management).  State
agency representatives and EPA regional personnel also have been invited to participate in each site
visit.

For  each site.  EPA has collected information using a three-step approach:  (1) contacting the facility
by telephone to get initial information,  (2) contacting state regulatory agencies by telephone to get
further information, and (3) conducting the actual site visit.  To assist in these efforts, EPA developed
an informal guide for information collection prior to the site visit.  Information collected prior to the
visit was then reviewed to ensure accuracy during the initial meeting and the closing meeting of the
site  visit.

In preparing this report, EPA collected information from a variety of sources including the LTV
SMCo. facility,  the Minnesota Department of Natural Resources, the Minnesota Pollution Control
Agency, and other published sources.  The following individuals participated in the LTV SMCo. site
visit on September  11 and 12, 1991:

LTV SMCo.
Dennis Koschak, Technical Services Superintendent                                (218) 225-4219
Jim Stanhope, Environmental Engineer                                            (218) 225-4373
Dave Youngman, Forester                                                       (218) 225-4223

Cleveland-Cliffs. Inc.
Phil Brick, Manager, Environmental Affairs                                        (216) 694-5414
Chuck Hoffman, Director, Environmental Affairs                                   (218) 722-0566
                                              2-1

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                                                                     Sit* Visit Report: LTV Steel
(J S. EPA
Stephen Hoffman, Chief, Mining Waste Section                                    (202) 308-8413
Minnesota Department of {^n|p| Resources
Paul Pojar. Geological Engineer                                                   (612) 296-4807

Minnesota Pollution Control Agency
Richard Clark. Hydrogeologist. Industrial Section,                                  (612) 296-8828
       Water Quality  Division

Science Applications International Corporation
Ron Rimelman. Chemical Engineer                                                (703) 821-4861
Jonathan Passe. Regulatory Analyst                                                (703) 821-4831

2.1.2  General Facility Description

The LTV Steel Mining Company (LTV SMCo.) mines magnetite iron ore (primarily taconite) from
open pit  mines located near Hoyt Lakes and Aurora, Minnesota and from the Dunka Pit, located 20
miles northeast of the primary site. Due to the unique characteristics of the Dunka site, this operation
is discussed in a separate section of this report.  LTV SMCo. currently extracts ore from 5 pit areas
(Areas 2E, 2WX, S South, and 6 at Hoyt Lakes and Area 8 at the Dunka Site). Extracted ore is
hauled by truck to rail cars, which transport the ore to the beneficiation facility at Hoyt Lakes (see
Erie Plant in Figure 2-1) for crushing, grinding, concentration of magnetic iron minerals, and
agglomeration into a pellet product.  Surficial materials (identified as glacial till),  waste rock, and
lean taconite ore  are stored in stockpiles  in and around the mine pits.  Tailings generated through
beneficiation of the ore are disposed of in a tailings impoundment located north of the beneficiation
facility.  Pellets are transported approximately 74 miles by rail to LTV SMCo.'s Taconite Harbor
dock facility on Lake Superior, where they are shipped to blast furnaces in other States.  Figure 2-1
shows the location of LTV SMCo. facilities.

The total LTV SMCo. site area is 61,600 acres; of this, 7,720 acres are currently  associated with
active operations.  The facility is sited on privately owned lands, Federal lands (Forest Service and
Bureau of Land Management), and State lands located in St. Louis, Lake, and Cook Counties of
Minnesota.  The land around the perimeter of the facility is predominantly undeveloped multiple use
forest land.  The land is used for hunting, fishing, logging, snowmobiling, hiking, and skiing. A
minor amount of agriculture is also practiced. The nearest towns are Hoyt Lakes  (population 2,348)
and Aurora (population 1,965), located 4.4 and 5.5 miles from the site, respectively. The distances
from an active mine pit to the nearest dwelling  and school are 2 miles and 2.5 miles, respectively.
The distance from the Taconite Harbor site to the nearest dwelling is approximately  200 to 300 feet.
                                               2-2

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                                          MINNESOTA  ARROWHEAD.
               Figure 2-1. Location of LTV Sted Mining Company Facilities




(Source: Erie Mining Company, 1969)
                                         2-3

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                                                                    Sir* Visit Report:  LTV Steel
In 1990. the LTV SMCo.  Hoyt Lakes operations manufactured a total of 8.014.402 tons2 of pellets
(wet) from 25.353.159 tons of crude taconite ore. The facility also stripped 9.114.201 and 9,573,902
tons of rock and surficial materials in 1990. respectively. Approximately 17.200,000 tons of tailings
were generated by beneficiation activities in 1990 (LTV SMCo..  Undated a).

2.1.3   Environmental Setting

The LTV SMCo. site has  an interior continental climate.  The average local temperature ranges from
8.3° F in January  (recorded minimum,  -45° F) to 68.18 F  in July (recorded maximum 103° F).
Local average annual precipitation is 26.91 inches per year with nearly half (49 percent) falling
during the growing season.  Average annual snowfall is approximately 70 inches; an inch or more of
snow covers the ground for approximately 140 days during  the winter.  On average, the first fall
freeze occurs in mid-September, the last in late-May.  No permafrost occurs in the area.

Endangered, threatened, and/or State-protected species present on or within  I mile of the facility
include the Eastern Timber Wolf (Canis lupus). Bald Eagle  (Haliaeetus, leucocephalus). Peregrine
Falcon (Falco peregrinus). and Lady Slipper (Cvpripedium orchid).  The facility has cooperatively
participated with the Minnesota DNR in wildlife management/enhancement programs on the site to
benefit moose, deer, and ruffed grouse.  Walleye and other  fish species live in the facility's tailings
impoundment.  Hunting is prohibited on all of the facility's 61,600 acres. The facility also
participates in timber and fire management programs and has a fire-fighting equipment and manpower
agreement with the Forest Service.

2.1.3.1    Surface Water

The LTV SMCo. Hoyt Lakes site is within the Lake Superior drainage basin.  First Creek, Second
Creek (Knox Creek), Longnose Creek, Wyman Creek, and Colby Lake are the immediate receiving
waters for the Hoyt Lakes plant site and mine drainage.  These creeks are all tributaries of the
Partridge River which flows into the St. Louis River southwest of Hoyt Lakes (see Figure 2-2).  The
St.  Louis River ultimately discharges into Lake Superior near the city of Duluth (MPCA, 1991c).

Gauging stations installed by USGS at Second Creek, Partridge River, and the St. Louis River (see
 Figure 2-2) have recorded the following flow  measurements (flow measurements for the other water
bodies were not available):
     2In this report, the term "tons" is used to refer to long tons (2,240 pounds), which is the standard
 unit of measure in the iron industry.
                                              2-4

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                                                        TAILING
            ERIE MINING CO
            a CU-NI sitt P-I

           ERIE MINING CO SITES
           a USGS GAUGING
           STATION
                                U.S.G.S.  GAUGING  STATION
        Figure 2-2.  U.S.G.S. Gauging Stations, Erie Mining Company Sampling Sites,
                    and Copper Nickel Task Force Sampling Locations


(Source: St. Paul District Corps of Engineers, 1976)
                                         2-5

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                                                                   Sat  Visit Report: Ll\'Steel
Waterway
Second Creek
Partridge River
St. Louis River
Period of
Record
March. 1955 to
present
August, 1942 to
present
August, 1942 to
present
Maximum
Discharge (cfs)
254
3.230
5.380
Minimum
Discharge
(cfs)
1.5
2.2
4.0
Average
Discharge
(cfs)
22.8
128
247
The Minnesota Pollution Control Agency's (MPCA) Rules 7050.0040-.0470. "Classification of
Waters of the State", designate the LTV SMCo. receiving waters, except for Wyman Creek and
Colby Lake, as class 2B,  3B, 4A. 4B, 5, and 6 waters.  These classifications designate these waters
as suitable for fisheries, recreation, industrial consumption, agriculture, wildlife, navigation, and
waste disposal.  Wyman Creek is classified as IB, 2A, 3B, 3C. 4A, 4B, 5, and 6 water.  Colby Lake
is classified as IB, 2Bd, 3B, 3C, 4A, 5, and 6 water.  These classifications designate these waters as
suitable for domestic consumption,  fisheries, recreation, industrial consumption, agriculture, wildlife,
navigation, waste disposal, and all other uses (MPCA,  199Ic).

LTV SMCo.'s Dunka mine site is located within the Hudson Bay watershed. The mine water and
runoff from the site are discharged into the following surface-water bodies:  Dunka River, and
Unnamed Creek and its tributary, Billiken Creek, and Flamingo Creek. Unnamed Creek and
Flamingo Creek flow into Bob Bay, which is part of Birch Lake.  The Dunka river flows into Dunka
Bay, a part of Birch Lake.  Each of these water bodies is classified as 2B, 3B, 4A, 4B, 5, and 6
waters.  These classifications designate the waters as suitable for fisheries, recreation,  industrial
consumption, agriculture, wildlife,  navigation, and waste disposal (MPCA, 1991a; MPCA, 1991b).

The LTV SMCo. Taconite Harbor site is  in the Lake Superior drainage basin. The Taconite Harbor
power plant cooling water discharges into Lake Superior (MPCA, 1991d).

2.1.3.2   Geology

The principal iron-bearing formation in Northern Minnesota, known as the Biwabik iron formation,
extends from Grand Rapids eastward to Birch Lake (see Figure 2-3). Much of the Biwabik is
overlain by unconsolidated glacial drift.  The width of the outcrop averages about 1.25 miles, but
ranges between 1/4 mile  to 3 miles.  The total subcrop area is approximately 135 square miles.  From
the northern limit of the subcrop area at the boundary formed by exposure of the underlying
Pokegama quartzite, the formation  slopes gently to the south at a dip of 5 to 10 degrees from the
horizontal.  The southern limit of the exposure is defined by the overlying Virginia slate (Argillite).
                                              2-6

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l\
                                                  LOCATION MAP
                                                  URBAN ARE A IT
                                                  M«Mbl Iron Range
                        Figure 2-3. Location Map, Urban Area II, Mesabi Iron Range

(Source: St. Paul District Corps of Engineers, 1976)

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                                                                     Sir* WM/ 3'POrt  LTVSttel
except near the eastern end of the Range where an intrusion of dark colored gabbro (or Duluth
Complex material) lapped up over the iron formation and pinched it out at the eastern extremity,
greatly affecting the iron formation by its "cooking action" in the process (see Figure 2-4) (St. Paul
District Corps of Engineers.  1976).  While LTV SMCo.'s Hoyt Lakes facility is located where the
Biwabik formation is  overlain with Virginia slate, the Dunka site is located  in the area of gabbro
intrusion.

The sedimentary  rocks of the Biwabik iron formation are called taconite.  The essential minerals in
order of their abundance are  quartz (or chert) and other silicates, magnetite, carbonates, and hematite.
which occur  together in varying proportions.  Local chemical weathering and leaching by the
infiltration of surface waters  has removed the silica and caused a relative  increase in iron
concentration.  This process  has locally altered the taconite to magnetite and hematite, to yield the red
natural ore deposits of the Mesabi Range.  These deposits are described as occurring like "raisins in a
cake" for a 70  to 80 mile length of the Range (St. Paul District Corps of  Engineers. 1976).

The LTV SMCo. Hoyt Lakes facility is located in a "Zone I" seismic area.  Seismic classifications
are based on the  distribution of historical, damaging earthquakes, their intensities, evidence of strain
release, and  distributions of geological structures related to earthquake activity.  Zone 1 indicates
expected minor damage to structures due to distant earthquakes (Cargo and  Mallory, 1977).
According to LTV SMCo. personnel, there are no holocene faults at the site and no karst or fractured
terrain can be found in the area.

2.1.3.3   Hydrogeology

 Dominance of Precambrian bedrock, glacial till, and lake deposits has limited the occurrence of high-
 yielding, permeable aquifers in the area.  The Biwabik Iron formation is the only significant bedrock
 aquifer in the area.  The thickness of this surficial aquifer is commonly greater than SO feet, and it
 exceeds 100 feet in the general vicinity of four bedrock valleys along the  formation. The depth to the
 water table is generally no more than 25 feet below land surface at any place in the range.  Although
 the surficial aquifer generally yields low volumes of water, the bedrock aquifer is in the sedimentary
 formation.  This formation is also the source of the iron ore deposits.  The  bedrock has been locally
 altered by weathering so that its permeability and porosity have increased.  Excavations that extend
 below the water table fill unless water is removed by pumping or other means.  Although well yields
 of up to 1,000 gpm have been reported, average yields range from 100 to 200 gpm (St. Paul District
 Corps of Engineers,  1976).

 2.1.3.4   Wetlands

 There are hundreds of acres of wetlands along the Mesabi Iron Range.  Wetlands are found within the
 facility boundaries of each of the mining companies along the Range. The State of Minnesota has
 based its program of wetland protection on the classification system presented in Wetlands of the
                                               2-8

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                    GRANITE
                                    ^NH
                                                       MESABI RANGE

                                                      IRON  FORMATIONS
f,

(X
                           Figure 2-4. Mesabi Range Iron Formations


{Source:  Si. Paul District Corps, of Engineers, 1976)
xi
o

a


f»
hb^

V

tx

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United States. U.S. Depanment of the Interior. Fish and Wildlife Circular No. 39.  1971  Edition. This
circular classifies wetlands into 8 types, from seasonal flooded areas to permanently flooded areas
such as open water wetlands and bogs.   Activities in Type 3. 4. and 5 wetlands are directly regulated
by the Minnesota DNR. Division of Waters.  In addition, all wetlands across the Range are subject to
regulation by the Minnesota DNR, Division of Waters and Minerals.

The Minnesota Wetlands Conservation  Act of 1991 provides for protection and/or replacement of all
other wetland types. Executive Order 91-3 directs state departments and agencies to follow a No-Net-
Loss policy in regard to the wetlands they impact or regulate.  Replacement of drained or filles
wetlands will  be guided by new regulations to be developed for the Wetland Conservation Act.

Wetlands located at LTV SMCo.'s operation are dominated by bogs, Type 8 wetlands. In addition, a
small area  of wetlands at Hoyt Lakes is composed of open water and flora typically associated with
shallow marsh (Type 3 wetlands) and shrub swamp (Type 6 wetlands).
                                              2-10

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2.2    FACILITY OPERATIONS

The LTV SMCo. Hoyt Lakes Taconite Operation (formerly Erie Mining Company) is located 65
miles north of Duluth. Minnesota, near the eastern end of the Mesabi Iron Range.  The operation's
surface mines are located generally east and west of the processing plant.  At the plant, taconite ores
are crushed, milled, concentrated, and agglomerated into pellets.  The pellets are transported by rail
east to LTV SMCo.'s Taconite Harbor docking and shipping facility on Lake Superior for shipment
to out-of-state steel manufacturers.  LTV SMCo.  also operates a power plant at the Taconite Harbor
site.

Mining on the Mesabi Range originally centered around open pit and underground mining of natural
ore.   In the  1950s, the modern taconite pellet process was developed. By the 1960s, as the reserves
of natural ore decreased, mining  activities began to focus on taconite ore.  Although some natural ore
(as opposed to taconite)  is still produced near the LTV SMCo. facility, it is being phased out as
reserves  are mined to economic limits.

The  Hoyt Lakes operation began in 1931 when Pickands Mather & Co., in conjunction with
Bethlehem Steel Corporation and the Youngstown Sheet and Tube Company first became interested in
processing lean taconite  ores in Northern Minnesota.  The Erie Mining Company was formed in 1940
after  initial studies and exploration confirmed both the extent of reserves at the site and the potential
for economic utilization of those reserves.  A pilot-scale laboratory was established in 1942 and by
1946, Erie began testing the laboratory flowsheet with commercial-size equipment.  Erie ownership
expanded to include Interlake Steel Corporation (formerly Interlake Iron Corporation) and the Steel
Company of Canada, Ltd. In 1954, Pickands Mather & Co., retained as the managing agent, began
construction of a commercial plant with an annual pellet production capacity of 7.5  million tons
(which was  later increased to 10.3 million tons).  Construction of the facility was completed in
September  1957 (Erie Mining Company, 1969).

In April 1986, LTV SMCo.  took over sole ownership of the Erie Mining Company and the facility
name officially changed to LTV Steel  Mining Company Hoyt Lakes in 1987.  Pickands Mather & Co.
was retained as the facility managing agent. Cleveland-Cliffs, Inc. bought Pickands Mather & Co. in
 1986 and, after internal  reorganization. Cliffs Mining Co. became the managing agent.

The LTV SMCo. facility currently generates 20,000 tons of 1/4-inch pellets per day.  These pellets
contain 67.5 percent iron, 4.9 percent  silica, and trace amounts of alumina, manganese, phosphorus,
magnesium, sulfur, and  oxygen.  The  plant also generates 200,000 tons of broken pellets (chips) per
year.  The chips may be consumed internally, reground and used as concentrate, or sold to blast
furnaces for use as sinter feed.
                                             2-11

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                                                                                           Jittt
2.2.1  Mining Operations

The LTV SMCo. Hoyt Lakes operation consists of several open pit mines; however, only a few areas
of each pit are mined at any given time.  At the time of EPA's site visit, LTV SMCo. was mining
five pit areas (Areas 2E. 2WX. 5 South. 6. and 8). The operating area of the Hoyt Lakes site is
7.720 acres.  The average or maximum depth of the pits was not specified.

As part of its Permit to Mine (discussed in greater detail later in this report). LTV SMCo. prepares
an annual Mine Plan summarizing estimated material movement at each  mining area for the upcoming
year.  LTV SMCo.'s anticipated mining activities in each area for 1992  are presented below (LTV
SMCo..  Undated c):
Area
2E
2WX
5 South
6
8
Total Tons
Active
Excavation
Area (acres)
100
144
53
107
12

Taconite
(1,000 long tons)
4,967
5,280
3,378
7,390
3,862
25,416
Rock
(1,000 long tons)
5,520
6.300
2,103
6,250
500
20,673
Surface Material
(1,000 long tons)
250
1,760
1,883
850
N/A
4,743
 Although each of the facility's mining areas have similar geological features (with the exception of the
 Ounka site), there are differences in the ore qualities (percent of iron and liberating characteristics).
 However, a consistent uniform grade ore feed is required due to the limited flexibility at the taconite
 processing plant to adjust to ore feed changes.  Therefore, the LTV SMCo. facility has developed a
 computerized blending system where in-field ore characteristic analyses are fed to a computer that
 coordinates ore transfers to the crusher.  Ores from different mining areas with different iron content
 and liberating characteristics are blended to produce an ore feed that will result in a concentrate
 containing 67.5 percent  magnetic iron and 4.6 percent silica after concentration activities.  Another
 determining factor for blending is that concentrates containing greater than 0.2 percent phosphorus
 hinder the steel-making  process.  The computer system was brought on line in the late 1980s; prior to
 this, blending was performed manually.

 All of the ore and waste rock are drilled using rotary drill rigs.  The LTV SMCo. facility uses
 ammonium nitrate fuel oil (ANFO) as a blasting agent in low water areas.  In wet holes, an
 ammonium nitrate emulsion is used with aluminum additives to enhance energy as required.
                                              2-12

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                                                                     Si/* Visit Report: LTV Steel
Approximately 80 percent of the usage is the emulsion type.  Between 250,000 and 1,000.000 tons of
material (750.000 tons on average) are broken per blast (Erie Mining Company,  1969).

Overall, approximately 60,000 tons of surface material and waste rock are stripped at the LTV
SMCo. mine pits per day.  This is accomplished using 28-yard and 15-yard electric shovels to load
170-ton trucks.  Additional activities employ smaller mechanical shovels, front-end loaders, and
tractor dozers.  Non-ore  material removed from the mine is classified as glacial till, waste rock, and
lean taconite and stored in segregated stockpiles located on like material (e.g.. surface material on
surface material,  not lean taconite ore on waste rock).  Stockpiles are sited based on convenience and
need.  Lean ore stockpiles are specifically located near rail lines to facilitate transport to the mill
should economic conditions justify its use.   Most waste rock is placed back into  the pits (Erie  Mining
Company, 1969).

As of January 1. 1992, there were 47 lean taconite ore stockpiles at LTV SMCo (14 piles in Area 1,
 10 piles in Area  2, 3 piles in Area 2WX, 1  pile in Area 5N, 6 piles in Area 5S,  I  pile in Area 6, 7
piles in Area 8, and 5 piles in Area 9). The range and average quantity of lean taconite stored in
stockpiles and the range and average size of stockpiles in each area are summarized below (LTV
SMCo., 1992a):

        •  Area  1:  average quantity  =• 167,000  long tons (range  »  9,000 - 470,000 long tons);
           average size  -  68,000 cubic yards (range - 3,500 - 192,000 cubic yards)

        •  Area 2:  average quantity  - 13,100,000 long tons (range » 48,000 - 10,350,000 long
           tons); average size = 1,066,000 cubic yards (range =  19,000 - 4,216,000 cubic yards)

        •  Area 2WX: average quantity -  1,335,000 long tons  (range »  88,000 - 3,542,000 long
           tons); average size - 544,000 cubic yards (range -  36,000 - 1,443,000 cubic yards)

        • Area 2N: quantity -  496,000 long tons; size = 202,000 cubic yards

        • Area 5S: average quantity  - 457,000 long tons (range - 16,000 -1,321,000 long tons);
           average size  -  186,000 cubic yards (range -  6,600  - 538,000 cubic yards)

         •  Area 6: quantity  - 97,000 long tons; size -  39,000 cubic yards

         •  Area 8: average quantity = 267,000 long tons (range = 18,000 - 692,000 long tons);
            average size =  108,000 cubic yards (range -  7,500 - 282,000 cubic yards)

         •  Area 9: average quantity = 81,600 long  tons (range = 12,000 - 208,000 long tons);
            average size =  33,000 cubic yards (range = 5,000 - 85,000 cubic yards)

  The mined  ore is loaded by 8- and 15-yard shovels onto 170- and 240-ton trucks that transport the ore
  to rail loading pockets equipped with vibrating feeders.  The  facility's trains are diesel powered and
  are typically comprised of 8  to 16 cars, depending on area haulage and processing plant feed
                                               2-13

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requirements. The trains transport ore directly to one of the beneficiation facility's 2 primary
crushers.  Diesel fuel for the facility's trucks and trains is stored in above-ground 12,000 gallon
stationary main tanks and distributed by "mobile units"  (Erie Mining Company, 1969).

The Hoyt Lakes mine facility uses lignonsulfate as a chemical dust suppressant at a rate of 1.2 million
gallons per year on roads, in the pits, and in loading areas.  Calcium chloride and/or a calcium
chloride-sodium chloride mixture are also applied to the facility's roads at rates of approximately 12.5
and 110 tons per year, respectively (Erie Mining Company, 1969).

2.2.2   Bcnefldation Operations

LTV SMCo.'s beneficiation operation consists of crushing, grinding, magnetic separation, and
flotation.  The ore entering beneficiation operations typically has a magnetic iron content  of 23
percent. The milling, magnetic separation, and flotation processes (prior to agglomeration) result in a
concentrate with a magnetic iron content of 67.5 percent (see Figures 2-5 and 2-6).

Ore is fed from the rail  can into  one of two 60-inch gyratory crushers for primary crushing.  Each of
the 60-inch crushers feeds directly into four 36-inch crushers (8 total), which crush the ore into -5
inch particles. These crushing operations are dry processes where baghouse collectors are used to
control fugitive dust.  Collected dust is reintroduced to  the crusher system.

The eight 36-inch crushers feed seven fine crusher systems. Each fine crusher system consists of one
 7-foot standard cone crusher and two 7-foot shorthead crushers.  The -2 inch ore that leaves the
standard crushers is classified on a vibrating screen before entering the shorthead crushers.  Ore
 leaving the shorthead crushers is  -3/4-inch with 1/2 to 1 percent natural moisture. Although this is a
 dry process, water is used for fugitive dust control.  In addition, soda ash is added to the  ore to
 reduce water hardness in the mill. Approximately 60,000 to 80.000 tons of fine crushed ore are
 produced per day and held in  surge bins prior to further beneficiation (Erie  Mining Company, 1969).

 Fine ore is fed from the surge bins to one of 34 mill lines, each of which consists of a rod mill, a ball
 mill, and several separation and classification stages. The nominal ore feed to each of these lines is
 approximately 100 tons per hour. LTV  SMCo. typically  operates 25 to 30 of their 34 mill lines at
 any one time to allow for maintenance on individual units without needing to shut down whole
 sections of the plant.

 In each line, ore is first fed into a rod mill containing 4 1/8-inch rods.  Each rod mill is 12.2-feet in
 diameter by 14-feet in length and powered by an 800 horsepower (hp) motor.  At this point in the
 process,  water is added to the ore to produce a slurry of 88 percent solids.  The ore particles resulting
 from the rod mill are 5 percent + 1/4-inch and 95 percent -1/4-inch.
                                                2-14

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                                                              SUe Visit Report: LTV Steel
«
FV
(41,
V
K
Co
i
MILLING
Ore
O 000 M 000 Mn»«ay
60c2y,'i2'v>M'C"'»h«- •'' .!!andard
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^
l»df*jfic ^u^^,.^ F,oution _w Magn
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dleiriyldianilne /
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SCAVWIQCf FlQMtt OWI
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WMVPMytl* ^
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          Figure 2-5. LTV Steel Mining Company Milling Operation Flow Diagram



(Source: USEPA Field Notes)
                                         2-15

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                                                                Sit* Vwtf Report:  H v Sttti
                                    AGGLOMERATION
    Overflow to
Tailings Impoundment

           	*V
                                                                      Concentrate from Mill

              j
                                  Agitated Slurry
                                  Storage Tanks
                                                       Heat Recoup
                                                       Unit(120*F)
6/7 Disc
Vacuum
Filter

Regrind
t
Balling Drum Tr«*«i
•k fj-diimeter- fc
* * *» !T ! ScrMi
22* long)
i
Bent
i
1 '
Screen

feh P
'
'+3/« panicle* J
onite


I


_ _. ^n
^ * Ik Furr
i p«Miei«»~
(2.35
aft

I
Natural gas or
Fuel oil

. ., _^ 74 Mil* Railroad to
:Kpl1* •* Taconite Harbor
4

                                     • Rail Loadoul •
                                                                 Loading for
                                                              Shipment to Steel
                                                                   Mill*
          Figure 2-6. LTV Steel Mining Company Ore Agglomeration Flow Diagram

(Source:  USEPA Field Notes)
                                           2-16

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                                                                      Sit* Visit Report:  LTV Steet
This ore is then fed, along with additional water, into a two-drum magnetic separator.  Varying
quantities of water are used to wash gangue away from the magnetic values. The gangue flows to a
tailings thickener and is ultimately disposed of in the facility's tailings impoundment.

The ore slurry, now approximately 80-85 percent solids, is further ground in a ball mill containing 1
1/2- and 2-inch balls.  Each ball mill is 12.2-feet in diameter  by 14-feet in length and powered by a
1.250 hp  motor.  The ore leaving the ball  mill, which is in a  slurry of 85 to 88 percent solids, flows
to a magnetic rougher.

The magnetic rougher increases the magnetic iron content of the ore to approximately 40 percent.
The ore slurry leaving the rougher contains between 70 and 80 percent solids; water  is then added.
decreasing the solids content to about 35 percent. The ore slurry is then cycloned and coarse material
is sent  back to the ball mill and the fine material product (80  percent -270 mesh or 0.0021  inches, 20
percent -1-325 mesh or 0.0017 inches) is sent to fine screening.

Fine material from cyclones is fed  to a double-force 0.004-inch opening fine screen  that is mounted
at a 60° angle and which provides  an ore particle size of minus 270 mesh; coarser ore particles are
sent back to the ball mill.  The ore panicles passing through  the fine screen (approximately 35 to 40
tons of ore per line per hour) are then sent to a three-drum magnetic separator which further
concentrates the iron content to 60 percent.  Tailings from the separator are sent to a thickener and
ultimately to the tailings impoundment for disposal.

 The ore resulting from magnetic separation then enters a hydraulic concentrator that separates
 magnetic material (product) and gangue by gravity or magnetic properties (no chemicals are added).
 In the  concentrator, magnetic ore material, now 64 percent iron, settles to the bottom of the tank at a
 rate of 34 tons  per hour.  Gangue overflows the tank and is thickened and disposed of in the tailings
 impoundment.

 Ore is drawn off the bottom of the concentrator in each line and sent to one of the facility's four
 central flotation lines. Dimethyl diamine, a flotation reagent, is added to the cells at a rate of 0.1
 pounds per ton of ore,  A 10 to 12 carbon chain alcohol frother is also added, at a rate of 0.001
 pounds per ton of ore.  At the time of the site visit LTV SMCo. was experimenting with the addition
 of froth  suppressants as well.  The flotation cells float silica material away from the  iron values,
 which sink to the bottom of the cell.  Between 2 and 3 percent of the ore feed is rejected in the
 flotation cells.

 The product from the flotation cells is then magnetically separated. Concentrate from the magnetic
  separator is sent to the agglomeration plant, while the rejects are reground in one of three ball mills.
  The reground ore leaves the ball mills and enters scavenger flotation cells that remove any additional
                                                2-17

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                                                                      SUe Visit Report: LTV Steel
iron-bearing values.  Tailings are thickened and sent to the impoundment for disposal, while values
may be sent back to  the flotation cells or directly to magnetic separation and the agglomeration plant.

According to LTV SMCo. personnel, beneficiation activities generate a nominal average of 20,000
tons of concentrate per day (or 833.33 tons per hour).  As noted above,  the resulting concentrate
contains approximately 67.5 percent total iron.

Prior to agglomeration, concentrate is sent to one of 12 gravity thickeners (each 40-feet in diameter).
The thickeners increase the solids content of the concentrate from 20 to 68 percent; the liquid
overflow is sent to the facility's tailings impoundment.  The site visit team observed that the water in
the LTV SMCo. fines recovery thickener was reddish in color.  The water in the 12 concentrate
thickeners is essentially clear.

From the  thickeners, the concentrate is sent to one of five slurry storage tanks.  Each tank has a
1,000-ton capacity and is equipped with an agitator. Prior to filtering and agglomeration in LTV
SMCo.'s furnaces, the concentrate flows from the slurry tanks through a heat recoup unit that uses
heated off-gases from the agglomerating furnace to  pre-heat the concentrate to a temperature of 120°
F.  After pre-heating, the concentrate is sent through  a series of two disk vacuum filters (6 or 7 disks
each).  These filters  reduce the moisture  content of the concentrate from 60 to 10 percent.  The flow
rate of concentrate through the filters is dictated by the needs of the agglomerating furnace, but is
typically in the range of 55 tons per hour for each of the two sets of filters.  The water removed from
the concentrate passes into a fines recovery thickener, from which solids are  recovered and water is
reused.

Filtered concentrate  is then sent to one of 24 balling drums (9-feet in diameter by 22-feet long).
Prior to the balling drums, bentonite (stored in silos)  is added to the concentrate at a nominal  rate of
25 pounds per ton of concentrate to aid in the forming of pellets. The facility was experimenting
with the use of organic binders as a substitute for bentonite; they had been found to be less effective
and not cost effective.

Upon leaving the balling drum, the pellets pass over a trammel screen that removes + 3/8-inch
material.  Smaller particles are sent back to the balling drums to be re-balled. Typically, 52 tons of
pellets leave each balling drum per hour.

The green (unfired) pellets are then transported to one of 24 shaft furnaces.  The furnaces are  fueled
by natural gas and/or fuel oil to heat the pellets to a temperature of 2,350° F. All of the furnaces at
the facility are equipped with mechanical air pollution control units.  As discussed above, half of the
furnaces have heat recoup units, which serve to scrub emissions and feed the concentrate pre-heaters.
Pellets enter at the top of the furnace and  pass down the shaft with an average residence time of four
hours.  Magnetite in the iron pellets is converted into hematite.  Between 500,000 and 525,000 BTU
                                              2-18

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                                                                    Site Visit Report:  LTV Steel
of energy are applied per ton of pellet product fired.  The use of shaft furnaces is atypical in the iron
industry; most facilities employ natural gas-fueled grate or grate-kiln furnaces to heat pellets.  Fuel oil
is  the main substitute fuel, with the use of coal or wood chips as alternative fuels.  In addition, while
many iron industry facilities have begun to produce flux pellets, the LTV SMCo. facility has not
because of problems associated with making flux pellets in shaft furnaces.

According to LTV SMCo. personnel, water from the furnace operation (including the wet emissions
scrubber system) is sent through fines recovery.  Recovered fines are returned to the balling mills as
concentrate.

The fired pellets leave the bottom of the furnace and are transported along a water-cooled conveyer
across a screen to a pellet stockpile, where water is used in dust control.  The pellet stockyard has a
capacity of 5 million tons.  From there, pellets are moved by two 10-yard shovels for rail transport to
the Taconite Harbor facility for shipment.

The LTV SMCo. Hoyt Lakes facility was generating (in September 1991) 20,000 tons of plus 1/4-
inch pellets per day.  These pellets contain 67.5  percent iron, 4.9 percent silica, as well as  oxygen
and other minor constituents.  The plant also generates 200,000 tons of broken pellets (chips) per
year.  The chips may be consumed internally, reground and used as concentrate, or sold to blast
furnaces for use as sinter feed.

2.2.3   Taconite Harbor/Power Plant

The LTV SMCo.  Taconite Harbor docking and shipping facility is located 74 miles from the main
Hoyt Lakes plant.  EPA did not visit these facilities.  Pellets are transported from the agglomerating
plant or a pellet stockpile to Taconite Harbor by rail.  The rail cars are 85-ton capacity  bottom-dump
type with mechanisms that allow the car to be automatically dumped while still in motion.  Typically,
a 96-car train containing 8,000 tons of pellets is dumped in approximately 6.5 minutes while the train
 is moving at 10 miles per hour or slower to control fugitive dust emissions (Erie Mining Company,
 1969).

 The Taconite Harbor dock is approximately 2,500 feet in length; the pellet storage and  boat loading
 facility is about 1,200 feet in length with a storage capacity of 100,000 tons of pellets.  Ships are
 loaded by positioning the hatches underneath retractable belt conveyors that move pellets from the
 storage bins to the ship's hold.  Coal to feed the power plant is also unloaded from incoming ships at
 the dock (Erie Mining Company, 1969).

 The LTV SMCo. power plant at Taconite Harbor provides  power to both the Harbor and the Hoyt
 Lakes facility.  The Hoyt Lakes facility also has the capacity to draw electricity from the local power
 company when necessary.  LTV SMCo.'s power plant is a 225,000 kilowatt (kw) capacity steam plant
                                               2-19

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                                                                   Site Visit Report:  LTV Steel
capable of generating power at 13,800 volts.  The steam for the plant's three 75,000 kw turbines is
supplied by three pulverized coal-fired boilers.  The initial voltage is stepped-up by transformers to
138,000 volts and transmitted over double-circuit lines to Hoyt Lakes (Erie Mining Company, 1969).

2.2.4  Water Supply

The LTV SMCo. facility circulates approximately 142,000 gallons of water per minute (gpm). Of
this,  96 percent is water reclaimed from the facility's tailings basin and thickeners. Only 4 percent
(8,000 - 12,000 gpm) of the facility's water consumption comes from an outside source, the man-
made Colby Lake reservoir.  Colby Lake water is pumped 5.5 miles  to LTV SMCo.'s Plant
Reservoir through a 36-inch diameter steel pipeline. Colby Lake  is also a drinking water source for
the LTV SMCo. facility and the town of Hoyt Lakes (LTV SMCo., 1991b).

In addition, Colby Lake is located adjacent to Whitewater Lake, a man-made reservoir which can
hold  up to 6.5 billion gallons (at an elevation of 1,440 feet).  LTV SMCo.'s Colby Lake pumping
station, which has three 5,000 gpm pumps, is used to transfer water between the two lakes, as
needed. One of three pumps is operated continuously, while the other two pumps are used as
required, depending on levels in the Plant Reservoir and the two lakes. A State water permit issued
in 1950, and still in effect, requires that LTV SMCo.: (1) maintain the elevation in Whitewater
Reservoir at 1,410 to 1,440 feet, (2) "pay back" gallon for gallon water taken from Colby Lake when
the water level in Colby Lake drops below  1,439 feet, and (3) limit Colby Lake pumping to the Plant
Reservoir to 15,000 gpm.  LTV SMCo. has installed an emergency power supply  for the Colby Lake
pump station (LTV SMCo., 1990).

The LTV SMCo. Plant Reservoir holds  approximately 10 million gallons when filled to the normal
level of 1,775 feet.  The reservoir bottom is divided so that approximately 1 million gallons are
segregated in a sump to provide fire protection if the reservoir is empty (LTV SMCo., 1991b).

Two barges are used to pump water from the tailings basin to the Return Water Station. Barge #2
has three 12,000 gpm manually controlled pumps.  Barge #1  has three 10,000 gpm and three 5,000
gpm pumps, which are remotely controlled from the facility's Central Control Room (LTV SMCo.,
1991b).

Four 22,500 gpm vertical turbine and eleven 7,500 gpm horizontal pumps are used to move reclaimed
water from the Return Water Station to the concentrator  water loop via two 42-inch water headers.
Flow rate to the concentrator is regulated manually from the Central Control Center to maintain a
6.5-foot level in the concentrator sump (LTV SMCo.,  1991b).
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                                                                   Site Visit Report:  LTV Steel
2.3    WASTE AND MATERIAL MANAGEMENT

2.3.1  Types of Wastes and Materials

2.3.1.1    Surficial Material and Waste Rock

The term surface material, which is identified by LTV SMCo. as "glacial till," refers to all materials
removed in accessing an ore body prior to blasting.  Glacial till may be composed of top soil, rock,
and boulders.  In 1990, over 9.5 million tons of surficial material were stripped (LTV SMCo.,
Undated a).

Waste rock refers to all material that has been excavated by blasting but will not be beneficiated in
the future (i.e., contains less than 10 percent magnetic iron).  In 1990, more than 9.1 million tons of
waste rock were stripped.

In addition, lean taconite is removed during mine operation.  This is material that has more than 10
percent magnetic iron, but not enough to be economically beneficiated using current technologies
under current market conditions. However, changes in technologies or market conditions may make
it economically feasible to beneficiate this material at a later date; thus, the facility does not consider
the lean taconite as a waste material.

2.3.1.2    Mine Water

Water can accumulate in mine pits  through precipitation, runoff from surrounding areas, and ground-
water infiltration.  Mine pits at LTV SMCo. are typically de-watered using sumps installed at the
bottom of the pits.  Water is pumped from these sumps intermittently.  According to LTV SMCo.
personnel, mine pumpout is analyzed for both quantity and chemical composition and then discharged
to local creeks, including several that are drinking water sources, under NPDES permitted discharges
(see  Section 2.4.2). LTV SMCo. must specifically sample and analyze NPDES outfalls that discharge
mine water for flow, turbidity, total suspended solids (TSS), asbestos, pH level, temperature, un-
ionized ammonia, chloride, nitrate, and nitrite, oil, dissolved iron, and physical attributes (color,
floating solids, foam, and films) (MPCA, 1991a; MPCA 1991b; MPCA,  1991c). Several
communities along the Mesabi Range rely on surface water that receives mine water from abandoned
pits as a source of drinking water.  Other communities use abandoned water-filled mine pits as their
source of domestic water.

2.3.1.3    Tailings

Non-magnetic materials  (including  gangue and process water) that are removed from crude taconite in
the beneficiation process are discharged from the mill to tailings thickeners where the excess water is
recovered before sumping to the tailings basin.  Tailings also may contain iron values lost with
gangue material as a result of concentration.
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                                                                   SUe Visit Report:  LTV Steel
According to LTV SMCo. personnel, the facility has generated an estimated total of 500 million tons
of tailings.  The generation rate in September  1991 was approximately 40,000 tons of solid tailings
material per day.


Tailings at the LTV SMCo. facility typically have a pH of approximately 8.  LTV SMCo. monitors
the turbidity of the tailings water, but chemical analyses are not generally conducted on the tailings.
Facility personnel did indicate, however, that several years  ago testing was performed to quantify
nitrogen, phosphorus, and potassium levels in the tailings due to algal bloom in the tailings
impoundment.  Data from these analyses were not available for review by the site visit team.


2.3.1.4   Fly Ash/Coal Mill Rejects

Fly ash, coal mill rejects, and other utility wastes are generated at the Taconite Harbor Power Plant.
The facility generates between 101,700 tons per year (tpy) (for eastern coal) and 153,000 tpy (for
western coal) of the ash/water mixture waste.  The ash chemistry of the coal purchased by LTV
SMCo. to be used at the Taconite Harbor facility in 1991 is summarized below (MPCA, 1991d):
                        Constituent
% By Weight
             Silica (SiOj)
             Alumina (A12O3)
             Titanium Dioxide
             Ferris Oxide (FejOj)
             Lime (CaO)
             Magnesia (MgO)
             Potassium Oxide (K2O)
             Sodium Oxide (NajO)
             Phos. Pentoxide (P2O3)
             Sulfur Trioxide (SO3)
    55.97
    22.09
     0.86
     6.27
     1.03
     0.99
     3.23
     0.66
     0.25
                                                              100.00
2.3.1.5   Other Wastes

Other wastes generated at the LTV SMCo. Hoyt Lakes facility include the following:


       •  Waste Oils
       •  Spent Solvents (unspecified)
       •  PCBs (transformers)
       •  Sewage/Sanitary Wastewaters and Sludge
       •  Solid Wastes (i.e., garbage)
       •  Laboratory Wastes.
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                                                                     Site Visit Report:  LTV Steel
Although quantitative information concerning these wastes was not obtained, management practices
are summarized in Section 2.3.2 below.

2.3.2  Process and Waste Management Units

For the purposes of this discussion, materials management practices at LTV SMCo. are divided into
process and waste management units. Process units are those units whose contained materials not
considered to be wastes until after facility closure.  Examples of these include mine pits and lean
taconite ore stockpiles.  Waste units are those that contain materials disposed of prior to facility
closure.  Examples of these include waste rock stockpiles and the tailings impoundment.

2.3.2.1    Mine Pits

As stated previously, LTV SMCo. conducts mining operations  in nine pit areas, although only five
pits were active at the time of the site visit. Also, as indicated, during active operations,  mine water
is intermittently pumped and discharged into nearby surface waters through  NPDES permitted
outfalls.  LTV SMCo. has not found it necessary to reduce potential infiltration to ground water or to
monitor ground water since ground-water flow  is generally into the pits and discharges of mine water
meet NPDES  limits.  However, according to facility staff, the formation is relatively  inert.  As
indicated earlier, water from Mesabi Range abandoned mines provides drinking water to several
towns  in the area.

After mining operations have ceased, the State  requires that the facility conduct reclamation of pit
slopes from the top of the pit down to the lowest level of the glacial till (surficial materials).
Reclamation requirements include sloping to 2.5:1, maximum 60-foot lifts, and introduction of
vegetative cover. The pits are expected to fill with water up to this level and submerge all
rock/formation surfaces. However,  according to LTV SMCo. personnel, this may not always occur
in practice due to variations in elevation within the large pits at the site.

2.3.2.2    Glacial Till (Surface Materials) and  Waste Rock Stockpiles

Glacial till, waste rock, and lean taconite  ore are hauled  and stockpiled in segregated  piles in and
around the mine pits.  Stockpiles created after  1980 must be sited in accordance with general State
siting criteria, but the facility maintains discretion as to specific placement.  The MDNR  is informed
of changes in  stockpile locations  and construction of new stockpiles in the facility's annual report.
(The total number of pre- and post-1980 glacial till and waste rock stockpiles and the total quantity of
material  stored at the LTV SMCo. site were not readily  available from LTV SMCo.).

Under the State law,  stockpiles constructed after 1980 must generally be designed and constructed to
complement nearby natural terrain, minimize adverse water quality and quantity effects on receiving
waters, enhance the survival and propagation of vegetation, be structurally sound, control erosion.
                                              2-23

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                                                                     Site Visit Report:  LTV Steel
promote early completion and progressive reclamation, and encourage the prompt conversion from
mining to an approved subsequent use.

Specifically, the final exterior slopes of post-1980 waste rock (and lean ore) stockpiles shall consist of
benches and lifts as follows:

       •  No lift shall exceed 30 feet in height.  However,  when surface veneer is used, 40 foot lifts
          are allowable.

       •  No bench width shall be less than 30 feet wide, measured from the crest of the lower lift
          to the toe of the next lift.

       •  The sloped area between the benches shall be no  steeper than the angle of repose.

       •  Benches shall be designed  and constructed to control runoff.

       •  When vegetation is required by the statute, the sloped area between the  benches shall be
          prepared to support vegetation.  LTV SMCo. is required to vegetate benches and tops, but
          not slope surfaces.

Under the State law, the final exterior slopes of glacial till (surface material) stockpiles are required to
consist of benches and lifts as follows:

       •  No lift shall exceed 40 feet in height

       •  No bench width shall be less than 30 feet wide, measured from the crest of the lower lift
          to the toe of the next lift

       •  The sloped area between the benches shall be no  steeper than 2.5:1.

Runoff from glacial till and waste rock stockpiles located within LTV SMCo.'s mine pits is collected
with mine water and discharged under the facility's NPDES  permit.  LTV SMCo.  does not collect
and manage runoff from glacial till piles and waste  rock piles located outside of the mine pits.

For glacial till stockpiles constructed after the passage of the State's mining  laws in 1980, reclamation
is required both on sloped surfaces and benches.  For post-1980 waste rock piles, reclamation is only
required on the benches and top surfaces of the piles. No requirements apply to glacial till or waste
rock stockpiles constructed before 1980.  However, MDNR  can authorize reclamation "tradeoffs" in
which the facility agrees to reclaim a pre-1980 stockpile in lieu of reclaiming a post-1980 stockpile,
when the MDNR considers it more important to reclaim the older stockpile.
                                              2-24

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                                                                    SUe Visit Report:  LTV Steel
2.3.2.3   Tailings Impoundment

Tailings Thickener

Mill tailings generated during the beneficiation process are sent to one of five AMCO tailings
thickeners. Cationic flocculants, such as Calgon 502 or equivalent, are added to the tailings to aid the
gravity separation process which yields a slurry of 40 to 42 percent solids.  Tailing solids settle in the
thickeners at a rate of 40,000 tons per day. Liquid overflow from the thickeners is recycled to the
mill for use as process water (without treatment) at a rate of 140,000 gpm.

Tailings Pipelines and Emergency Basin

Tailings are transported from the tailings thickeners to the tailings impoundment via steel pipelines
with rubber coated inner walls.  The pipelines are contained in blowout/spill control ditches that flow
into a  25-acre emergency basin.  This basin also receives plant site runoff, plant floor washings,
wastewater treatment plant discharge, and  other spilled materials.  Finally, the tailings thickeners also
can be emptied to the basin in emergency situations.  Solids are dredged from the basin by an outside
contractor and recycled  to the mill.   Liquid in the basin is also recycled to the mill.

Pipelines used to transport tailings in the impoundment were previously sited along the crest of the
embankments where a pipe break could result in tailings flowing down the outside slopes of the
impoundment.  These transport pipelines are  now located inside the embankment to ensure that any
spills will be contained.

Tailings Impoundment

The 3,000 acre LTV SMCo. Hoyt Lakes facility tailings impoundment is actually comprised of 4
individual ponds (or cells) designated as Areas 1 West (1W), 2 West (2W), 1 East (IE), and 2 East
(2E) (See Figure 2-7).  In 1990, Areas 1W, 2E, and 2W were utilized for tailings disposal with Area
2W as the primary deposition area (LTV SMCo., 1991h).

The LTV SMCo. Hoyt  Lakes impoundment was opened in 1957 (along with the plant) and has since
been expanded three times (to add new cells). The construction of the last cell was begun in 1982.
As stated above, approximately 40,000 tons of tailings are generated and disposed of each day,
depending on production rates.  The total  volume of tailings in the impoundment is approximately 500
million tons (LTV SMCo.,  1991h).

Impoundment starter dams are composed of crushed rock and then covered by slimes.  Coarse tailings
are discharged directly  into a specific area of the basin or are spigotted and pushed with rubber-tired
 dozers to form the dams enclosing the basin  using an upstream construction method (see Figure 2-8).
 Raises of the dams are  constructed in separate 5-foot lifts and the backslopes are shaped after 4 lifts
                                              2-25

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                                                         MCPMC COtLtCTWM OITCH
            ttm MCPMI
            COLLfCTWH MTCN
^qr_
                IndlcaU* location of
                19(0 Ullliia dopoalllon
                                                                                      :ed Mining Company
                                              TAILING  BASIN
                                              TAILINQ DEPOSITION
                                            : r-2ooo'       Flaw* a
                                      Figure 2-7.  Tailing Basin Tailing Deposition
                                                                               S
                                                                               I

                                                                                                                       r*
(Source: LTV Steel Mining Company, 1991)

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                                                                   Site Visit Report:  LTV Steel
                                               PERIPHERAL DISCHARGE LINE-
  JTARTER DIKE
 (COARSE TAILING
OR CRUSHED ROCK I
                                                   ORIGINAL GROUND SURFACE-
                    Figure 2-8.  Typical Upstream Method of Construction

(Source:  EBASCO Services Inc., 1977)
                                            2-27

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                                                                   Site Visit Report: LTV Steel
are completed.  The liquid component of the tailings slurry is clarified in a series of ponds and is
reclaimed by barges for reuse in the plant (LTV SMCo.,  1991h).

In the late 1970s, LTV SMCo. commissioned an independent firm, EBASCO, to conduct a stability
analysis on the tailings impoundment.  As a result, LTV SMCo. operates  11 well point piezometers at
6 locations  within the  tailings basin to monitor phreatic levels (i.e., ground-water saturation) within
the embankments and  to assess stability.  Based on EBASCO's studies, the present Factor of Safety is
considered to be higher than satisfactory (LTV SMCo., 1991h). Due to the nature of the
impoundment dams, LTV SMCo. personnel believe there is little,  if any, ground-water infiltration
into the tailings impoundment.

Seepage and runoff flow from the slope of the impoundment is collected in unlined drainage ditches
and seepage ponds.  The total flow  of seepage is measured and is highly variable, ranging from no
flow in the winter to 800 to 1,000 gpm during the 4-month growing season.  Seepage collected in the
ponds is returned to the tailings impoundment and used as process make-up water at the plant (LTV
SMCo., 1991h). The  EPA site visit team observed  a significant algal bloom and aquatic plant life in
one of the tailings seepage ponds at the site.

The facility operates one ground-water monitoring well to assess water quality downgradient of the
tailings impoundment. As required by the State, samples from the monitoring well  are collected and
analyzed quarterly and the results are reported in quarterly and annual monitoring reports.

Reclamation of the tailings impoundment includes sloping, grooming, seeding, and planting of the
basin perimeter dams (LTV SMCo., 1991h).  It should be noted that State reclamation requirements,
issued  in 1980, apply to all areas of the tailings impoundment regardless of their age because all of
the impoundment is  considered a single unit.  LTV SMCo.'s 1990 tailings impoundment reclamation
activities included the  reclamation of 33 acres of the 2W basin with permanent plantings.
Specifically, basin backslopes were  shaped to a  2:1 slope and 500 pounds of 11-55-0 fertilizer and
100 pounds of 0-46-0  fertilizer were applied on the backslopes by hydroseeder and worked into the
tailing  with a klodbuster.  A perennial mixture of grasses and legumes (including Smooth Brome, Red
Fescue, Perennial Ryegrass, Alfalfa, and Birds Foot Trefoil) was spread on the reclamation area using
a hydroseeder at rates  between 10 and 20 pounds per acre, with a total planting rate of 70 pounds per
acre.  The seed mix was then lightly covered with tailings and approximately 2 tons per acre of hay
mulch  were blown on  the slopes and "tacked down" with 250 gallons of asphalt per acre (LTV
SMCo., Undated a).

Other recent tailings impoundment reclamation activities (not observed by the site visit team) included
(LTV SMCo., Undated a):
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                                                                    Site Visit Report: LTV Steel
          Area 2E - reseeding 65 acres and seeding 27 acres;
          Area IE - sloping and seeding 3.7 acres; and
          Area 1W - sloping and seeding 1.8 acres.
LTV SMCo.'s 1991 Operating Plan called for approximately 10 acres of backslope planting
(including 4 acres of maintenance work) and 120 acres of temporary interior plantings (for dust
control). All interior planting was planned to be completed in early spring 1991. Most permanent
reclamation was  scheduled for dormant seeding in late fall (LTV SMCo., Undated a). The EPA site
visit team observed both hydroseeding and the placement  of hay mulch at the impoundment.  The
results of previous reclamation activities observed by the site visit team included areas covered with
grasses.

2.3.2.4    Fly Ash/Coal Mill Rejects Disposal Area

LTV SMCo. maintains a 30-acre ash/rejects disposal area at the Taconite Harbor site (see Figure
2-9).  All of the areas surrounding the site, as well as the rail line that connects Taconite Harbor and
the Hoyt Lakes facility, are owned by LTV SMCo.  Ash  and power plant coal rejects are transported
to the disposal area via truck and deposited in lifts.  The disposal pile is comprised of three lifts, each
of which is nominal 30-foot  and is graded so that the raise is in 6 to 12-inch compacted increments.
The area is designed to handle coal mill rejects and an ash/water mixture of either 101,700 tons  per
year of eastern coal ash or 153,000 tons per year of western coal ash.  Completed lifts are covered
with native soil material, fertilized, and stabilized with vegetation (mixed perennial grasses and
legumes) (MPCA, 1991d).  The Taconite Harbor facility was not visited by the EPA team.

The disposal site is located on the side of a hill with the top of the site near the crest.  Due to the
location of the site, run-on is limited to the minimal slope area between the crest of the hill and the
top of the ash pile. Runoff from other adjacent areas is prevented from running onto the ash disposal
area by a (clay-gravel) containment berm. The berm also serves as the operation/access road around
the pile. Water drainage from the ash disposal site is collected by drop inlets and piped to a settling
pond at the base of the pile.   Discharge from the settling  pond  is pumped to the vegetated upper
portion of the site for evapotranspiration.

In May 1991, Minnesota Pollution Control Agency (MPCA) personnel observed an intermittent
discharge from the collection pond at the base of the ash pile.  The discharge was presumed to be
leachate and runoff from the pile.  The discharge was not authorized under the facility's existing
NPDES/SDS (State Disposal System) permit (MPCA, 1991).  At the time  that the discharge was
observed, LTV SMCo. had  applied for a solid waste permit for the construction and operation of the
disposal site (application submitted on March 23, 1991).  LTV SMCo. was preparing a response to
MPCA questions related to the application.  This response, which was submitted on September 1,
1991, was amended  to include corrective actions for the discharge (LTV SMCo., 1990J).
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                                                       Site Visit Report:  LTV Steel
           ASH
         DISPOSAL
           AREA
     LTV STEEL MINING  COMPANY
TACONITE HARBOR ASH DISPOSAL AREA
                                                                M
                                   SCALE
        Figure 2-9. LTV Steel Mining Company Taconite Harbor Ash Disposal Site

(Source: Taconite Harbor NPDES Permit)
                                     2-30

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                                                                    Site Visit Report:  LTV Steel
2.3.2.5    Industrial Landfill

LTV SMCo. operates a St. Louis County-permitted industrial landfill at the Hoyt Lakes site to
manage  refuse generated at the Hoyt Lakes site.  Furnace refractory bricks from the Hoyt Lakes
agglomerator are also disposed of in this landfill.

2.3.2.6    Tire Storage Area

Tires are currently stored in a tire storage  area at the Hoyt Lakes site (separated from the industrial
landfill). The facility also contracts with outside companies who ship large tires offsite for use  as
cattle feeders and water tanks. Small tires sent offsite are used as feed for power plants at other
facilities.  The facility indicated that these  beneficial reuses cost LTV SMCo. significantly less than
past disposal fees.

The MPCA has enacted waste tire rules that require bonding as financial assurance. Bonding was
originally waived for the LTV SMCo. facility under a temporary provisional permit.  However, the
State has included a bonding requirement in the permanent permit.  At the time of the EPA site visit,
LTV SMCo. was discussing this requirement with the State.  Since that time, LTV SMCo. has  gone
forward with bonding as per the permit.

LTV SMCo.'s "Authorization to Operate A Waste Tire Storage Facility Under the Minnesota
Pollution Control Agency Waste Tire Facility Permit Program" (MPCA WTSF 102) became effective
on January 21, 1992 and is valid for a period a five years. The permit allows for the storage of only
oversize waste tires generated by KTV SMCo. through its mining operations and sets upper limits on
the volume of tires stored at the facility and the dimensions of the facility storage pile. "Oversize"
waste tire refers to tires exceeding a 35-inch outside diameter or  14-inch width.  The permit also
required that LTV SMCo. establish  a $22,800 bond within 30 days of the effective date of the permit
(LTV SMCo., 1992b).

2.3.2.7    Sanitary Wastewater Treatment Plant

LTV SMCo. operates an onsite sewage treatment plant in accordance with SDS Permit No. MN
C045756, to manage sewage and sanitary wastewater generated at the facility.  The plant provides
secondary biological treatment.  Sewage from Mining Area No. 1 machine repair shops is routed to a
septic tank-drainfield system, located to the south of the plant area.  Sewage from the rest of the Hoyt
Lakes facility is either contained in portable units and transported offsite for disposal, treated in site-
specific septic tanks, or routed to the sewage treatment plant. Sewage sludge from the treatment plant
is removed and disposed of at an offsite landfill by a  licensed contractor (NPDES/SDS Permit No.
MN 0042536). As noted previously, effluent from the wastewater treatment plant is discharged to the
tailings  emergency basin where it is recycled to the mill.
                                              2-31

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                                                                   Site Visit Report: LTV Steel
2.3.2.8    Other Wastes

LTV SMCo. currently contracts with outside firms to manage other wastes offsite as described below:


       •  Waste Oil - Oil Services, Inc., Eveleth, MN

       •  Spent Solvents - Safety Kleen Corp., Cloquet, MN

       •  PCBs - Dynex Environment, Inc., St. Paul, MN (PCBs used in transformers are exempted
          from  Minnesota hazardous waste management requirements)

       •  Laboratory Wastes - Aptus Environmental Services, Lakeville, MN (Shipped under
          manifest, incinerated, and reported  in hazardous waste management reports).
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                                                                   Sir* Visit Report: LTV Steel
2.4    REGULATORY REQUIREMENTS AND COMPLIANCE

2.4.1   Permit to Mine

In 1969, the Minnesota Legislature passed a law requiring the development of a Mineland
Reclamation Program.  The law was subsequently amended  in 1970 to require permitting of mines as
well.  Beginning in 1977 and continuing through 1979, the Minnesota Department of Natural
Resources (MDNR) published draft rules that specifically addressed iron and taconite mines (because
at the time these were the only metallic minerals mined in the State).  Final rules were promulgated in
1980. The rules required mines to submit applications to the Office for a Permit to Mine.  The rules
required that the application describe their reclamation plans and also addressed issues such as siting
criteria, water management, stockpiling, pit wall stability, and noise.

LTV SMCo. applied  for a Permit to Mine in 1980; the permit was issued in 1989.   According to the
State, the delay in processing LTV SMCo.'s application was caused by the large volume of permits
being processed by the MDNR at one time and  issues related to the Dunka site. Specifically, the
MDNR and LTV SMCo. agreed that standard reclamation procedures would not be appropriate for
the Dunka site due to its atypical geology.  Thus, the MDNR did not issue the permit until alternative
reclamation technologies for Dunka were examined (see  separate discussion of the Dunka site in
Section 2.5).

LTV SMCo.'s Permit to Mine  is updated annually and a Best Management Plan is approved annually
by the State.  Each year, the facility is required to submit an annual report and operating plan.  The
annual report summarizes mining activity by area, tailings basin operations, and reclamation activities
that took place during the previous year.  The operating  plan also summarizes expected mining
activities and statistics, tailings basin operations, and reclamation  activities planned for the upcoming
year.

The State has the authority to issue enforcement actions when permit conditions are violated. The
State also conducts annual inspections and frequent informal visits during which inspectors make
suggestions to facility personnel based on observations.

The MDNR has the authority to require closure/reclamation bonding, but had decided that this is
unnecessary for the LTV SMCo. facility (except Dunka, as noted below).

2.4.2   NPDES/SDS Permits

The LTV SMCo. Hoyt Lakes facility maintains permits to discharge and to construct, install, and
operate a wastewater  disposal system for the Hoyt Lakes, Dunka, and Taconite Harbor sites under the
National Pollutant Discharge Elimination System (NPDES) and the State Disposal System Permit
program (SDS).  The permits designate specific discharge outfalls for each of the facility's mining
                                            2-33

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                                                                 Site Visit Report: LTV Steel
areas and other disturbed areas (i.e., mill and repair shops).  Effluent limitations and monitoring and
reporting requirements (frequency and type) are established for each outfall designated in the permits.
The following NPDES/SDS permits are held by LTV SMCo.:

       •  Hoyt Lakes - NPDES/SDS Permit No:  MN 0042536 (Expires July 1996)
       •  Dunka Mining Area - NPDES/SDS Permit No: MN 0042579 (Expires April 1996)
       •  Taconite Harbor -  NPDES/SDS Permit No: MN 0002208 (Expires March 1996)
       •  Plantside Sewage Plant - SDS Permit No:  MNC 045756
       •  Taconite Harbor Village Sewage Plant - SDS Permit No:  MNL 049549
       •  Tailing Basin Operating Permit - SDS Permit No:  MNC 054089
       •  Taconite Harbor Dredging - SDS Permit No:  MND053180

NPDES-permitted outfall locations for Hoyt Lakes, Dunka, and Taconite Harbor, and monitoring
requirements for each outfall  are listed in Tables 2-1 and 2-2 (MPCA, 1991a; MPCA, 1991b; 1991c;
and MPCA, 199Id).

2.4.3  Air Permits

LTV SMCo. currently holds an air emissions permit for the Taconite Harbor power plant.  Under a
1979 stipulation agreement with the State, a draft permit for the Hoyt Lakes  facility will be completed
by the MPCA (no time is specified).

LTV SMCo. currently submits biannual Air Pollutant Emissions Inventory Reports to the MPCA Air
Quality Division. The reports summarize emissions at each facility emission point, the process(es)
and equipment causing the emission, the process equipment working schedule, fuel type and
consumption, capacity, and emission controls employed.  The Taconite Harbor permit addresses
monitoring of pollutants such as total particulates, lead, carbon monoxide,  sulfur oxides, nitrogen
oxides, volatile organic compounds, and particulates less than 10 microns.  Table 2-3 summarizes the
major point sources of air emissions from LTV SMCo.'s  facility at Hoyt Lakes facility (there may be
multiple units of each  source  listed on site).

2.4.4  State Water Permit

In 1950,  LTV SMCo.  was  granted a permit from the MDNR (No. 49-135) to withdraw water from
Colby Lake. As discussed previously in the Water Supply Section of this  report, the provisions of
this permit include the following:

       •  Whitewater Reservoir elevation must be maintained between  1,410 feet and 1,440 feet

       •  When Colby Lake drops below 1,439 feet. LTV SMCo. must pay back gallon for gallon
          all water that is pumped from Colby Lake to the plant
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                                                         Site Visit Report:  LTV Steel
Table 2-1. NPDES Outfalls at LTV Sted Mining Company's Hoyt Lakes, Dunka, and
                           Taconite Harbor Faculties
OutfaO(s)
Hoyt Lakes
010. 050. 070, 080
020
030, 060
090, 100
110
sum-003
120
130, 140. 150. 160
170. 180. 190, 200
sum-002
210
220
250
251
Source of Discharge

Pumped dewatermg discharge
Pumped dewatering discharge
Pumped dewatering discharge
Pumped dewatering discharge
Gravity outflow from pit
Composite of outfalls 090, 100, and 110
Pumped dewatering discharge
Pumped dewatering discharge
Pumped dewatering discharge
Composite of outfalls 120, 170, 180, 190, and 200
Pumped dewatering discharge
Pumped dewatering discharge
Concentrator, agglomerator, and coal supply
stockpile area runoff
Repair shops/tailings basin
Receiving Water Body

Second Creek
Wynne Lake
First Creek
Wyman Creek
Wyman Creek
Wyman Creek
Colby Lake
Second Creek
Colby Lake
Colby Lake
Wynne Lake
First Creek
Second Creek
Second Creek
Dunka Mining Area
010
020
030
040
050
060
Dewatering basin overflow
Pumped dewatering discharge
Pumped dewatering discharge
Treated Duluth Complex material stockpile
seepage
Treated Duluth Complex material stockpile
seepage
Treated Duluth Complex material stockpile
seepage
Dunka River
Unnamed Creek
Billiken Creek
Unnamed Creek
Billiken Creek
Flamingo Creek
Taconite Harbor
010
020, 030
Once-through non-contact condenser cooling water
Coal pile containment runoff
Lake Superior
Lake Superior
                                    2-35

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                                                 Site Visit Report: LTV Steel
Table 2-2. Parameters and Effluent Limits in NPDES/SDS Permits,
              LTV Steel Mining Company Facilities
Parameter
Monitoring Frequency/Effluent Limits
Hoyt Lakes Outfalls 010, 020, 030, 050, 060. 070, 080, 120, 130. 140, 150, 160, 170, 180, 190, 200, 210. and 220.
Flow
Turbidity
Total Suspended Solids
Dissolved Iron
PH
Floating solids. Visible
foam, and Visible sheen
Twice monthly
25NTU
20 mg/l monthly average; 30 mg/l daily maximum
1 .0 mg/l monthly average; 2.0 mg/l daily maximum
6.5 - 8.5 s.u.
No discharge, other than trace amounts
Hoyt Lakes Outfalls 090, 100, and 1 10
Flow
Turbidity
TSS
Asbestos
Dissolved Iron
Temperature
Un-ionized Ammonia (as
nitrogen)
Color
Chloride
Nitrate (as Nitrogen)
Nitrite (as nitrogen)
Oil
pH
Floating solids, Visible
foam, and Visible sheen
Twice monthly
5NTU
20 mg/l monthly average; 30 mg/l daily maximum
One million long fibers/liter three times annually
1.0 mg/l monthly average; 2.0 mg/l daily maximum
Not materially greater than the temperature recorded simultaneously at station 701
0.016 mg/l daily maximum
15 Pt.-Co. units daily maximum
50 mg/l daily maximum
10 mg/l daily maximum
1 mg/l daily maximum
0.5 mg/l daily maximum
6.5 - 8.5 s.u.
No discharge, other than trace amounts
Hoyt Lakes Outfalls 250 and 251
Flow
Total Hydrocarbons
Total Suspended Solids
Total Cadmium
Total Copper
Total Lead
Total Zinc
PH
Floating solids. Visible
foam and Visible sheen
Weekly
10 mg/l monthly average; 15 mg/l daily maximum
30 mg/l monthly average; 60 mg/l daily maximum
67 ngl\ daily maximum
35 jig/1 daily maximum
164 pg/1 daily maximum
234 pg/1 daily maximum
6.0 - 9.0 s.u.
No discharge, other than trace amounts
                             2-36

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                                                  Site Visit Report:  LTV Steel
Table 2-2.  Parameters and Effluent Limits in NPDES/SDS Permits,
        LTV Steel Mining Company Facilities (continued)
Parameter | Monitoring Frequency/Effluent Limta
Dunlca Mining Area Outfall 010
Flow
Total Suspended Solids
Dissolved Iron
Total Copper
Total Cobalt
Total Nickel
Total Zinc
Sulfate
PH
Floating solids. Visible
foam, and Visible sheen
Daily
20 mg/1 monthly average; 30 mg/1 daily maximum
1.0 mg/1 monthly average; 2.0 mg/1 daily maximum
8.4 Mg/1 monthly average; 14 Mg/1 daily maximum
5 fig/1 monthly average; 50 ng/\ daily maximum
126 fig/1 monthly average; 1137 Mg/1 daily maximum
85 Mg/1 monthly average; 94 Mg/1 daily maximum
Monitored twice monthly
6.5 - 8.5 s.u.
No discharge, other than trace amounts
Dunka Mining Area Outfall 020
Flow
Total Suspended Solids
Turbidity
Dissolved Iron
Total Copper
Total Cobalt
Total Nickel
Total Zinc
Sulfate
PH
Floating solids, Visible
foam, and Visible sheen
Monitored daily
20 mg/1 monthly average; 30 mg/1 daily maximum
25 NTU daily maximum
1.0 mg/1 monthly average; 2.0 mg/1 daily maximum
23 Mg/1 monthly average; 65 Mg/1 daily maximum
50 Mg/1 monthly average; 50 Mg/1 daily maximum
213 Mg/1 monthly average; 4582 Mg/1 daily maximum
343 /ig/1 monthly average; 378 Mg/1 daily maximum
Monitored twice monthly
6.5 - 8.5 s.u.
No discharge, other than trace amounts
                             2-37

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                                                  Site Visit Report: LTV Steel
Table 2-2.  Parameters and Effluent Limits in NPDES/SDS Permits,
        LTV Steel Mining Company Facilities (continued)
Parameter
Monitoring Frequency/Effluent Limits
Dunka Mining Area Outfalls 040, 050. and 060
Flow
Total Suspended Solids
Dissolved Iron
Total Copper
Total Cobalt
Total Nickel
Total Zinc
Sulfate
pH
Floating solids. Visible
foam, and Visible sheen
Monitored daily
20 mg/l monthly average; 30 mg/1 daily maximum
1.0 mg/l monthly average; 2.0 mg/l daily maximum
23 ngl\ monthly average; 65 ngl\ daily maximum
50 jig/1 monthly average; 50 pg/1 daily maximum
213 Mg/l monthly average; 4582 ng/\ daily maximum
343 MS" monthly average; 378 ngl\ daily maximum
Monitored twice monthly
6.5 - 8.5 s.u.
No discharge, other than trace amounts
Taconite Harbor Outfall 010
Flow
Temperature
pH
Floating solids. Visible
foam, and Visible sheen
Continuous measuring
Continuous monitoring. Not increase the temperature of the receiving water above the
natural temperature at the edge of the mixing zone (a radius of 1 ,000 feet from the point of
discharge)
6.0 - 9.0 s.u.
No discharge, other than trace amounts
Taconite Harbor Outfalls 020 and 030
Flow
Total Suspended Solids
Oil and Grease
pH
Floating solids. Visible
foam, and Visible sheen
Monthly measurement
30 mg/l monthly average; 50 mg/l daily maximum
10 mg/l monthly average; 15 mg/l daily maximum
6.0 - 9.0 s.u.
No discharge, other than trace amounts
                              2-38

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                                                               Site Visit Report:  LTV Steel
Table 2-3.  Major Sources of Air Emissions from LTV Steel Mining Company's
                               Hoyt Lakes Facility
                                 Emission Source
                                   Boiler Stacks
                                 Primary Crushing
                                Secondary Crushing
                                    Pan Feeders
                           Drive Houses (Transfer Points)
                                Coarse Ore Storage
                          Vibrating Feeders and Conveyors
                                   Fine Crushing
                                Transfer Point Belts
                                  Fine Ore Storage
                                 Fine Ore Feeders
                              Furnace Top Gas Stacks
                             Furnace Bottom Gas Stacks
                          Furnace Bentonite Additive Stacks
                          Bentonite Handling and Unloading
                                   Bentonite Silo
                                Bentonite Conveyor
                                   Bentonite Bin
                            Pellet Screening and Handling
                                  Pellet Elevators
                                   Chips Circuits
                               Recycle Pellet System
                                  Chips Handling
                           Loading Pocket Bins and Chutes
                           Loading Pocket Pellet Load-Out
                                Transfer Conveyors
                                 Stacker Conveyor
                           Coal Unloading and Conveying
                                Rail Coal Unloading
                                   Coal Stockpile
                                       2-39

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                                                                   Site Visit Report: LTV Steel
       •  Colby Lake pumping is limited to 15,000 gpm (the maximum pumping capacity of the
          three pumps is 13,300 gpm) (LTV SMCo., 1990a).

LTV SMCo. has also been issued several other MDNR Water Appropriation permits.

2.4.5  Corps of Engineers §404 Permit

In 1979, LTV SMCo. applied for a construction permit to install a 12 gauge multi-plate steel culvert
and place approximately 2,313,000 cubic yards of fill material in the bed of Knox Creek (i.e.,  Second
Creek) and in adjacent wetlands. This activity was  required to provide passage for roadway and
railroad traffic between the then proposed 2WX mining area and the ore processing plant.   As  part of
the application procedure, an Environmental Impact Assessment was prepared and a  finding of no
significant impact was issued by the St. Paul District Corps of Engineers (St. Paul District Corps of
Engineers,  1979).  The finding was based on the limited area of disturbance and the  measures
proposed by the facility to minimize adverse impacts, primarily to local surface water quality (St.
Paul District Corps of Engineers, 1979).  The construction permit was issued in April, 1980 and
expired at the end of December, 1983 (St. Paul District Corps of Engineers, 1980).  Construction was
completed prior to permit expiration. According to LTV SMCo., the Corps, of Engineers has also
issued a permit for the maintenance dredging of Taconite Harbor.
                                              2-40

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                                                                   Site Visit Report: LTV Steel
2.5    THE DUNKA SITE

The Dunka site is located approximately 20 miles northeast of the main Hoyt Lakes facility. The site
sits on private, State, Bureau of Land Management, and U.S. Forest Service lands; LTV SMCo.
holds  surface and mineral leases for the area.  The Dunka pit is part of the easternmost extension of
the Biwabik iron formation and is one of the smaller pits on the Mesabi Range at 3 miles in length.
Ore from the Dunka site has traditionally been used as "sweetener" for ores from the main Hoyt
Lakes pits.  Although additional material may  be removed from the pit for beneficiation, current plans
call for no exploration activity at the site or enlargement of the pit.

2.5.1   Environmental Setting and Operations

The geology and environmental problems associated with the Dunka site are very unusual for the Iron
Industry of the Mesabi Range or elsewhere. What makes the site unique is the presence of the sulfur-
containing Duluth Complex and Virginia Formation hornfels material in this location.

The taconite ore at the Dunka site contacts  Duluth  Complex  Material (DCM),  a mafic intrusive rock
unit, which contains zones of low grade copper-nickel sulfide mineralization and iron sulfide (mainly
pyrrhotite).  In fact, the Duluth Complex deposits are considered to be one of the largest known
sources of copper and nickel resources (LTV SMCo., 1990g).  Virginia Formation hornfels (up to 6
percent sulfur) are also present at the  site.

Duluth Complex Material must be removed to reach portions of the taconite ore deposit.  LTV
SMCo. began removing this material  from  the pit and stockpiling it in the 1960s.  LTV SMCo. has
designated those Duluth Complex material  stockpiles that contain an average of more than 0.2 mass
percent copper oxides and/or 0.05 mass percent nickel oxides as gabbro stockpiles (designated as
stockpiles 8012, 8014, 8016, and 8018) (see Figure 2-10). The remaining Duluth Complex material
stockpiles are categorized as waste rock stockpiles  and are made up of material containing less than
0.2 percent copper oxide and less than 0.05 percent nickel (designated as stockpiles 8007, 8011,
8013, 8015, 8017, 8019, 8027, 8029, and 8031) (LTV SMCo., 1990g).  Also present at the site  are
lean taconite stockpiles (designated as stockpiles 8021, 8022, 8023, and 8024) and surface material
stockpiles (designated as stockpiles 8001, 8002, 8003, 8005, 8006, 8008, 8009, and 8010) (MPCA,
1991a; and MPCA, 1991b).

LTV SMCo. has removed and stockpiled approximately 50 million tons of Duluth Complex material
which cover 320 acres. In addition, during stripping operations at the Dunka site, approximately
295,000 tons of Virginia Formation hornfels were  blasted. This broken hornfels were left in the mine
pit. Plans to remove and stockpile this material were being reviewed with the MPCA (MPCA,
1991a; and MPCA, 1991b).
                                             2-41

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                                                     Site Visit Report: LTV Steel
  SAMPLING
  LOCATION
 lESIGNATIONS
                                            LEGENO

                                                     turfaci stsckaA*

                                                     l*on toesniti neckoil*

                                                     west* rack ftocMi*
                                                  «• «
                            Figure 2-10.  Dunka Site
(Source: Dunka NPDES Permit)
                                    2-42

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                                                                   Site Visit Report: LTV Steel
The pit is divided into two sections (north and south).  Mine water from the north section of the pit is
currently pumped into the southern section where it is discharged, after settling, (untreated) to the
Dunka river.  The discharge is addressed by LTV SMCo.'s NPDES permit.

Copper and nickel concentrations as high as 1.7 and 40 mg/L, respectively, have been observed in
seepage/runoff from Duluth Complex waste rock stockpiles at the site.  Toxicity testing of the
leachate showed that copper and nickel concentrations exceeded the 48-hour lethal concentration
(LC50) for Daphnia pulicaria: nickel concentrations also exceeded the 96-hour LC50 for fathead
minnow. Concentrations of calcium, magnesium, and sulfate in the stockpile drainage were also
elevated (MDNR, 1990). According to LTV SMCo., there is some question whether the metals were
the toxic agent.

Surface-water monitoring data collected at the Dunka site (monitoring stations  EM-1,  EM-8, Seep X,
Seep 3,  Seep  1, W-4, and Wl-D) between  1975 and 1990 are presented in Tables 2-4 through 2-10
(LTV SMCo., Undated d).  W-4 is a sampling point that contains the combined flow from W-2D and
W-3D.  The locations of these monitoring stations are shown in Figure 2-10.

As shown in Figure 2-10, most of the seepage from waste rock piles at the Dunka site has historically
been discharged to Unnamed Creek.  Unnamed Creek flows into Bob Bay, a part of Birch Lake.  In a
1976-1977 study of trace metals in Bob Bay,  it was found that concentrations of copper, nickel,
cobalt, and zinc in the waters of the Bay were higher than the regional average concentrations and
decreased with distance from the mouth of Unnamed Creek. Elevated metal concentrations were also
observed in the sediments, as well as in aquatic plant and clam tissue. In the study, it was estimated
that the total discharge from the Dunka watershed into Bob Bay through Unnamed Creek was 500
million gallons  per year.  Unnamed  Creek contributes more than 90 percent of the trace metals load
to Bob's Bay.  Annual loading is over one ton of nickel.  Less than 40 percent of this nickel load was
found to be removed from the system through natural lake processes (MDNR,  1984).  According to
LTV SMCo., carbon dating of sediment samples from Bob  Bay  indicates significant metal
concentrations which predate mining.

While the MDNR has. conducted sampling at the site and has found that more than 95 percent of all
leachate samples taken from the site between  1976 and  1980 had pH values between 6.0 and  8.5;
values as low as 5.0 at Seep  1 were  also reported (see Table 2-8) (MDNR, 1991).

2.5.2  Mitigation

The State and LTV SMCo. are currently working to develop technologies to mitigate leachate
generation and release of trace metals associated with stockpile drainage.  The technologies currently
being tested and employed include pile capping/channeling to limit infiltration, active treatment
utilizing wetland treatment to remove metals, and neutralization  of runoff to increase pH and removal
                                             2-43

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                                                                  Site Visit Report:  LTV Steel
Table 2-4.  Average Parameter Concentrations at EM-1* Sampling Site, 1975 -1990
Year
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
Average Parameter Concentrations
Flow
(cfs)
N/A
N/A
4.83
9.35
7.71
6.42
7.95
6.93
4.85
4.92
7.35
6.22
4.63
9.27
7.23
7.06
pH
(s.u.)
7.6
7.6
7.2
7.3
7.2
7.3
7.6
7.2
6.8
7.4
7.2
7.2
7.4
7.2
7.2
7.3
Copper
(total)
0.008
0.009
0.010
0.007
0.006
0.007
0.005
0.005
0.007
0.006
0.009
0.008
0.008
0.008
0.007
0.014
Nickel
(total)
0.33
0.08
0.20
0.20
0.24
0.24
0.16
0.29
0.44
0.39
0.39
0.33
0.39
0.38
0.49
0.75
Iron
(filt)
N/A
N/A
N/A
N/A
N/A
0.3
0.2
N/A
0.3
0.2
0.4
0.4
N/A
N/A
N/A
0.3
 •This monitoring station is located on Unnamed Creek, downstream of discharges from several
 stockpiles, at the mouth of Bob Bay.
                                            2-44

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                                                                 Site Visit Report: LTV Steel
      Table 2-5.  Average Parameter Concentrations at EM-8* Sampling Site, 1975 -1990
Year
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
Average Parameter Concentrations
Flow
(cfs)
N/A
N/A
N/A
N/A
0.320
0.438
0.269
0.403
0.289
0.196
0.158
0.191
0.099
0.477
0.824
0.402
pH
(s.u.)
7.3
7.4
7.3
8.3
6.9
7.1
7.0
6.9
6.7
7.3
7.0
7.0
7.2
7.0
7.0
7.2
Copper
(total)
0.041
0.017
0.033
0.050
0.098
0.115
0.019
0.010
0.010
0.013
0.015
0.015
0.013
0.037
0.068
0.070
Nickel
(total)
2.40
2.10
1.32
2.05
4.21
5.06
1.79
1.67
1.55
1.88
1.71
1.58
2.36
2.59
3.10
3.37
Iron
(filt)
N/A
N/A
N/A
N/A
0.10
0.10
0.04
N/A
0.1
0.1
0.3
0.2
0.2
0.3
0.1
0.2
*This monitoring station is on Unnamed Creek and receives effluent from waste rock stockpile 8011.
     Table 2-6. Average Parameter Concentrations at Seep-X* Sampling Site, 1975 -1990
Year
1990
Average Parameter Concentrations
Flow
(cfs)
0.1433
PH
(s.u.)
6.5
Copper
(total)
0.75
Nickel
(total)
2.44
Iron
(filt)
0.1
"This monitoring station receives effluent from waste rock stockpile 8031.
                                           2-45

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                                                                   Site Visit Report:  LTV Steel
Table 2-7. Average Parameter Concentrations at Seep-3* Sampling site, 1975 -1990
Year
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
Average Parameter Concentrations
Flow
(cfs)
N/A
N/A
N/A
N/A
0.013
0.016
0.015
0.020
0.037
0.010
0.018
0.017
0.010
0.016
0.016
0.009
PH
(s.u.)
7.1
7.1
7.3
7.8
7.1
6.9
7.3
7.0
6.7
7.6
7.4
7.4
7.7
7.1
6.3
7.1
Copper
(total)
0.116
0.417
0.530
0.807
0.088
0.186
0.135
0.067
0.088
0.052
0.057
0.070
0.210
0.526
1.122
0.141
Nickel
(total)
13.94
27.20
16.90
11.39
4.78
4.70
6.93
3.64
3.02
2.49
2.52
2.91
11.99
39.79
37.31
17.55
Iron
(filt)
N/A
N/A
N/A
N/A
0.6
0.9
1.0
N/A
0.2
0.2
0.2
0.1
0.1
0.1
1.3
4.3
"This monitoring station receives effluent from waste rock stockpile 8031.




Table 2-8.  Average Parameter Concentrations at Seep-1* Sampling Site, 1975 -1990
Year
1986
1987
1988
1989
1990
Average Parameter Concentrations
Flow
(cfs)
0.014
0.008
0.010
0.043
0.012
pH
(s.u.)
5.4
5.5
6.1
5.2
5.0
Copper
(total)
0.529
0.449
0.691
0.922
1.177
Nickel
(total)
14.49
14.83
14.88
14.97
15.39
Iron
(filt)
0.4
0.6
0.3
0.1
0.2
*This monitoring station receives effluent from waste rock stockpile 8013.
                                            2-46

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                                                                  Site Visit Report: LTV Steel
       Table 2-9. Average Parameter Concentrations at W-4* Sampling Site, 1975 - 1990
Year
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1990
Average Parameter Concentrations
Flow
(cfs)
0.172
0.336
0.548
0.375
0.461
0.547
0.499
0.078
0.216
0.297
0.232
PH
(s.u.)
7.3
7.0
6.9
6.6
7.1
6.9
6.8
6.9
7.1
7.0
7.0
Copper
(total)
0.016
0.013
0.009
0.008
0.008
0.010
0.012
0.012
0.011
0.013
0.030
Nickel
(total)
0.038
0.059
0.045
0.016
0.042
0.062
0.059
0.124
0.163
0.178
0.128
Iron
(filt)
0.3
0.6
N/A
0.5
0.6
0.4
0.9
1.9
0.3
0.3
0.4
This monitoring station is on Flamingo Creek, downstream of the Wetlands Treatment site, and
receives effluent from waste rock stockpiles 8031 and 8027.
      Table 2-10.  Average Parameter Concentrations at Wl-D* Sampling Site, 1975 -1990
Year
1986
1987
1988
1989
1990
Average Parameter Concentrations
Flow
(cfs)
0.071
0.098
0.072
0.084
0.033
PH
(s.u.)
7.1
7.2
7.1
7.1
7.1
Copper
(total)
N/A
0.156
0.153
0.141
0.131
Nickel
(total)
N/A
5.147
5.435
6.875
6.886
Iron
(filt)
0.1
0.1
0.1
0.1
0.1
*This monitoring station is on Billiken Creek and receives effluent from gabbro stockpiles 8016 and
8018 and lean taconite stockpile 8022.
                                            2-47

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                                                                    Site Visit Report:  LTV Steel
of metals. The ultimate goal is a passive treatment system that will require little or no maintenance.
Specific mitigation measures are further described below.

2.5.2.1    Capping/Channeling

The facility is currently testing methods to "cap" the gabbro stockpiles to reduce infiltration.  As pan
of this effort, LTV SMCo. is screening surface materials/glacial till to two sizes (minus 3 inch and -
1/2 inch). The reject oversize  material is used to cover the sideslopes of the gabbro stockpiles; the
minus 3 inch material is used as a buffer layer immediately on top of the rock and as topsoil cover.
The -1/2 inch material is used as the barrier layer (18" in depth) as a cap on the gabbro stockpiles.
In addition, LTV SMCo. places one foot of topsoil over the -1/2 inch material and seeds the tops of
these piles.

In August 1990, LTV SMCo. applied  for Army Corps of Engineers approval to do channeling work
in Unnamed Creek as pan of its mitigation plan.  Originally, the headwaters of Unnamed Creek
flowed directly under one of the stockpiles at the Dunka site and into the pit. According to the plan.
Unnamed Creek upstream of the site stockpiles was diverted to the pit.  Additional ditching to lower
water levels and enhance drainage from the toe of the other stockpiles was also pan of this plan.   In
addition, LTV SMCo. began contouring the stockpile to promote controlled runoff from the piles  and
reduce the amount of precipitation available to infiltrate the gabbro material.  The runoff is channeled
to Unnamed Creek.  LTV SMCo. personnel have indicated that the total cost of rechanneling
activities at the Dunka site has been approximately $600,000 (LTV SMCo., 1990e; LTV SMCo.,
1990f; Department of the Army, 1990a; Department of the Army, 1990b).

2.5.2.2   Wetlands Treatment

Previous studies of waste rock stockpile seepage/runoff flows entering a white cedar swamp (wetland)
prior to flowing toward Unnamed Creek between July 1976 and August 1977 demonstrated that
wetlands treatment could remove metals. Average input copper and nickel concentrations in solution
in the drainage to the wetland were 0.62 and 17.9 mg/L,  respectively.  Analysis of water quality and
peat samples indicated that at least 30 percent of the nickel and essentially 100 percent of the copper
was being removed from the drainage by peat sequestration (MDNR, 1984).  Analysis of overall mass
removal indicated that over 80 percent of the  nickel and copper entering the wetlands  were retained.

Subsequently, a pilot-scale wetland treatment project was initiated in cooperation with MDNR and
MPCA to determine the capability of  an enhanced or modified wetland  to remove heavy metals from
mine stockpile seepage (Department of the Army, 1990b). The system consisted of four wetlands test
cells  constructed of peat from  the surrounding area. Each cell measured approximately 20 feet by
 100 feet. Different water levels, contact times, vegetation, and flow distribution methods  were
examined.
                                              2-48

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                                                                    Site Visit Report: LTV Steel
According to LTV SMCo., this project has proven effective and has been expanded to treat all runoff
from Seeps W-2d and W-3d.  An additional system has been constructed to treat runoff from Seep W-
Id.

2.5.2.3   Neutralization/Metals Removal

LTV SMCo. has installed a system that neutralizes and removes metals from limited  flows of seepage
(10 gpm) from Seeps  1 and 3. The full-scale system, when implemented,  will treat all seepage from
Seeps 1, 3, X, and EM-8 (total flow approximately 350 gpm) in a 1.5 acre (2.5 million gallon)
equalization basin lined with a flexible membrane liner (FML).  The equalization basin acts as a
buffer between the seeps, which are pumped directly into the basin, and the plant itself.  In the
treatment plant, lime is added at a rate of 2.5 pounds per 1,000 gallons of liquid. Cationic and
anionic flocculating agents are added,  the sludge thickened in a plate thickener, and the overflow from
the thickener is passed through a sand filter. The thickened sludge is passed through a filter press.

Results from the pilot-scale system have shown that this process provides a greater than 90 percent
reduction in nickel levels.  While the filter sludge has  elevated  levels of nickel, TCLP data prepared
for LTV SMCo. by an independent laboratory  indicates that the sludge is not a hazardous waste. At
the time of site visit, LTV SMCo.  was examining potential markets to sell the material and received
permission from the MFC A to store the sludge in a defined area of the tailings basin at Hoyt Lakes.
                                              2-49

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                                                                 Site Visit Report: LTV Steel
2.6    REFERENCES

Cargo, D. N. and B. F. Mallory.  1977.  Man and His Geologic Environment.  Second Ed.
     Addison-Wesley Publishing Company. Reading, Mass. 581 pp.

Department of the Army.  Undated. LTV SMCo. Application for Department of the Army Permit
     (construction of enhanced wetlands test cells).  12 pp.

Department of the Army.  1990a (October 12).  Letter from R.L. Baldwin, Corps of Engineers to
     R.W. von Bitter authorizing filling in of wetlands adjacent to an unnamed tributary of Birch
     Lake under compliance with delineated management practices and conditions.  4 pp.

Department of the Army.  1990b (August 30).  Letter from B. Wopat,  Department of the Army to
     R.W. von Bitter regarding receipt of application for permit to do channeling work in Unnamed
     Creek and requesting additional information.  5 pp.

Erie Mining Company.  1978 (June).  Erie Mining Company, Hoyt Lakes, Minnesota, Tailings
     Disposal Basin, Tailing Dam Investigation and Analyses, Engineering Report, Supplement No.
     1. Prepared by EBASCO.  15 pp.

Erie Mining Company.  1977 (April).   Erie Mining Company, Hoyt Lakes, Minnesota, Tailings
     Disposal Basin, Tailing Dam Investigation and Analyses, Engineering Report.  Prepared by
     EBASCO.  17pp.

Erie Mining Company.  1969 (January).  The Story of Erie Mining Company.  Updated and
     Reprinted from Mining Engineering. 1963 (May).  23 pp.

Lapakko, K.   1990. Regulatory Mine Waste Characterization:  A Parallel to Economic Resource
     Evaluation  In Mining and Mineral Processing Wastes, Proceedings of the Western Regional
     Symposium on Mining and Mineral  Processing Wastes.  Fiona Doyle, ed.  Berkeley, California,
     May 30 - June 1, 1990.  pp. 31-39.

Lapakko, K.   1990. Solid Phase Characterization in Conjunction with  Dissolution Experiments for
     Prediction of Drainage Quality In Mining and Mineral Processing Wastes, Proceedings of the
    " Western Regional Symposium on Mining and Mineral Processing Wastes.  Fiona Doyle, ed.
     Berkeley, California, May 30 - June 1, 1990.  pp. 81-86.

Lapakko, K.   1988. Prediction of Acid Mine Drainage from Duluth Complex Mining Waste in
     Northeastern Minnesota Presented at 1988 Mine Drainage and Surface Mine Reclamation
     Conference Sponsored by the American Society for Surface Mining and Reclamation and the
     U.S. Department of the Interior (Bureau of Mines and Office of Surface Mining Reclamation
     and Enforcement), Pittsburgh, Pennsylvania, April 17-22, 1988.  pp. 180-190.

Lapakko, L.  and P. Eger. 1980. Mechanisms and Rates of Leaching from Duluth Gabbro Waste
     Rock For presentation at SME-AIME Fall Meeting and Exhibit, Minneapolis, Minnesota,
     October 22-24,  1980.  Preprint No.  80-367.  13 pp.

 LTV Steel Mining Company.  1992a (January 1).  Stockpiles and Mineral Properties.   1 pp.
                                            2-50

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                                                               Site Visit Report: LTV Steel
LTV Steel Mining Company. I992b (January).  Authorization To Operate A Waste Tire Storage
     Facility Under The Minnesota Pollution Control Agency Waste Tire Facility Permit Program. 7
     pp.

LTV Steel Mining Company. I991a (September 10).  LTV SMCo. Dispatch report System:  Train
     Actual Cars Dumped Report.  3 pp.

LTV Steel Mining Company. 1991b (September 10).  Internal correspondence regarding LTV
     SMCo. Water Supply System Summary.  1 pp.

LTV Steel Mining Company. 1991c (July 21). LTV SMCo. Quarterly Report of Waste Rock
     Stockpiled at Dunka Mine, Second Quarter 1991 (April 1 to June 30, 1991).  25 pp.

LTV Steel Mining Company. 1991d (July 21). LTV SMCo. Monthly Mine Dewatering reports for
     Second Quarter 1991. 48 pp.

LTV Steel Mining Company. 1991e (June 14).  Letter from R.W. von Bitter, LTV SMCo. to L.
     Voigt, MPCA regarding NPDES Permit No. MN 0002208, Notice of Violation (Taconite
     Harbor Power Plant). 4 pp.

LTV Steel Mining Company. 1991f (April 21).  LTV SMCo. Water Quality Monitoring and Ore
     Movement Reports for First Quarter 1991.  6 pp.

LTV Steel Mining Company. 1991g (January 21). LTV SMCo. Water Quality Monitoring and Ore
     Movement Reports for Fourth Quarter 1990.  7 pp.

LTV Steel Mining Company. 1991h (January).  1990 Tailing Basin Annual Report to Minnesota
     DNR. 22pp.

LTV Steel Mining Company. 1990a (October 21). LTV SMCo. Water Quality Monitoring and Ore
     Movement Reports for Third Quarter 1990.  6 pp.

LTV Steel Mining Company. 1990b (October 15). Departmental Correspondence from D.F.
     Koschak, LTV SMCo. to R.W. von Bitter, LTV SMCo. regarding contact with U.S. Army
     Corps, of Engineers 10/22/90.  1 pp.

LTV Steel Mining Company. 1990c (October 15). Departmental Correspondence  from D.F.
     Koschak, LTV SMCo. to R.W. von Bitter, LTV SMCo. regarding verbal approval,
     Implementation Plan for Hydrogeologic Study - Rock Excavation. 1 pp.

LTV Steel Mining Company. 1990d (October 12). Letter from R.W. von Bitter, LTV SMCo. to  R.
     Felt, MPCA regarding NPDES/SDS Permit No. MN 0042579, Implementation Plan for
     Hydrogeologic Study. 2 pp.

LTV Steel Mining Company. 1990e (September 28). Letter from R.W. von Bitter, LTV SMCo. to
     B. Wopat, Department of the Army regarding additional information requested by the
     Department of the Army in reviewing LTV SMCo. application to do ditching work in wetlands.
     16pp.
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                                                                 Site Visit Report: LTV Steel
LTV Steel Mining Company.  I990f (August 27).  Letter from R.W. von Bitter, LTV SMCo. to B.
     Wopat, Department of the Army enclosing application for permit to do channeling work in
     Unnamed Creek.  6 pp.

LTV Steel Mining Company.  1990g (July 19).  Best Management Plan (BMP) for the Stockpiling of
     Duluth Complex Material Located at the Durtka Mine Site Near Babbitt, Minnesota.  Prepared
     by STS Consultants.  Minneapolis, Minnesota.  32 pp.

LTV Steel Mining Company.  1990h (June). LTV SMCo. Hoyt Lakes, Minnesota 2-E Tailing Basin
     Site Investigation and Stability Analysis.  Prepared by EBASCO.  19 pp.

LTV Steel Mining Company.  1990i (March 14). Letter from R.W. von Bitter, LTV SMCo. to R.
     Felt, MPCA regarding NPDES/SDS Permit MN0042579 (Dunka Site) and temporary cessation
     of DCM stockpiling.  1 pp.

LTV Steel Mining Company.  1990J (January 8). Letter from R.W. von Bitter, LTV SMCo. to R.
     Felt, MPCA regarding Notice of Violation of NPDES/SDS Permit MN0042579 (Dunka Site)
     and detailing position of LTV SMCo.  9 pp.

LTV Steel Mining Company.  Undated a. 1990 Annual Report.  Unpublished summary of mine
     operations in 1990.

LTV Steel Mining Company.  Undated b. 1991 Operating Plan.  Unpublished summary  of
     anticipated mine operations in 1991.

LTV Steel Mining Company.  Undated c. 1992 Operating Plan.  Unpublished summary  of
     anticipated mine operations in 1992.

LTV Steel Mining Company.  Undated d. Computerized Environmental Monitoring Data for Dunka,
     1975 through 1990, for Monitoring Sites EM-1, EM-8, Seep-X, Seep 3, Seep 1, W-4, and Wl-
     D.

Minnesota Department of Natural Resources, Division of Minerals, Reclamation Section.  1991
     (June). Non-Ferrous Mine Waste Characterization Project.  68 pp.

Minnesota Department of Natural Resources, Division of Minerals, Reclamation Section.  1990
     (August). Nonferrous Metal Mining:  Impact, Mitigation, and Prediction Research.  32 pp.

Minnesota Department of Natural Resources, Division of Minerals, Reclamation Section.  1989
     (November). Trace Metal Concentrations in Drainage from Iron Mining Wastes.  25 pp.

Minnesota Department of Natural Resources, Division of Minerals.  1984.  Bob Environmental
     Leaching of Stockpiles Containing Copper-Nickel Sulfide Bay Study (by J.A. Strudell,  K.A.
     Lapakko, and A.P. Eger). St. Paul, Minnesota.

Minnesota Department of Natural Resources, Division of Minerals.  1981a.  The Minerals, A Study
     of Chemical Release, Chemical Transport, and Mitigation conducted at Erie Mining  Company's
     Dunka Mine, Babbitt, Minnesota:  1976-1980.  62 pp.
                                            2-52

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                                                                   Site Visit Report:  LTV Steel
Minnesota Department of Natural Resources, Division of Minerals. 1981b.  The Environmental
     Leaching of Stockpiles Containing Copper-Nickel Sulfide Minerals, A Study of Chemical
     Release, Chemical Transport, and Mitigation conducted at Erie Mining Company's Dunka Mine,
     Babbitt, Minnesota:  1976-1980, Appendices.   172  pp.

Minnesota Pollution Control Agency, Air Quality Division. Undated.  Air Pollutant Emissions
     Inventory Report for Calendar Year 1990 for LTV  SMCo.\Hoyt  Lakes Taconite Pit. 246 pp.

Minnesota Pollution Control Agency, Ground Water and Solid Waste  Division.  1991 (March 22).
     Application Permit for the Construction and Operation of a Solid Waste Land Disposal Facility
     (Taconite Harbor Ash Disposal Area).  20 pp.

Minnesota Pollution Control Agency, Ground Water and Solid Waste  Division, Solid Waste Section,
     Permits Unit I.  1991 (April 3). Letter from L.R. Peissig, MPCA) to R.W.  von Bitter
     acknowledging receipt of Application Permit for  the Construction and Operation of a Solid
     Waste Land Disposal Facility and requesting additional information (Taconite Harbor Ash
     Disposal Area). 22 pp.

Minnesota Pollution Control Agency, Industrial Section, Enforcement.  1991 (May 16).  Compliance
     Monitoring Survey/Notice of Violation (Taconite Harbor Steam Generating Plant.

Minnesota Pollution Control Agency, Water Quality Division, Permits Unit, Industrial Section.
     1991a (August 2).  LTV SMCo., et. al. Authorization to Discharge and to Construct, Install and
     Operate a Wastewater Disposal System Under the National Pollution Discharge Elimination
     System and State Disposal System Permit Program, Permit No.  MN 0042579 (final modified
     permit to operate a wastewater disposal system at and to discharge from the Dunka Mining
     Area). 34 pp.

Minnesota Pollution Control Agency, Water Quality Division.  1991b (July 30). LTV SMCo., et. al.
     Authorization to Discharge and to Construct, Install and Operate a Wastewater Disposal System
     Under the National Pollution Discharge Elimination System and  State Disposal System Permit
     Program, Permit No. MN 0042579 (to operate a wastewater disposal system at and to discharge
     from the Dunka Mining Area).  34 pp.

Minnesota Pollution Control Agency, Water Quality Division.  1991c (July 16). LTV SMCo., et. al.
     Authorization to Discharge and to Construct, Install and Operate a Wastewater Disposal System
     Under the National Pollution Discharge Elimination System and  State Disposal System Permit
     Program, Permit No. MN 0042536 (to operate a wastewater disposal system at and to discharge
     from the Hoyt Lakes Mining Area).  34 pp.

Minnesota Pollution Control Agency, Water Quality Division.  1991d (June 28).  LTV SMCo.
     Authorization to Discharge and to Construct, Install and Operate a Wastewater Disposal System
     Under the National Pollution Discharge Elimination System and  State Disposal System Permit
     Program, Permit No. MN 0002208 (to operate a wastewater disposal system at and to discharge
     from the Taconite Harbor Steam Electric Generating  Station). 24 pp.

Minnesota Pollution Control Agency, Water Quality Division, Regulatory Compliance Section.   1990a
     (August 7).  Letter from R. Felt, MPCA to R.W. von Bitter, LTV SMCo. regarding receipt of
     and comments on Dunka Mine Revised Best Management Practices Plan dated July 19,  1990.  5
     pp.
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                                                                 Site Visit Report: LTV Steel
Minnesota Pollution Control Agency, Water Quality Division, Regulatory Compliance Section.
     1990b (March 8).  Letter from R.C. Felt, MPCA to R.W. von Bitter, LTV SMCo. regarding
     NPDES/SDS Permit MN0042579 staff response to January 30,  1990 letter and cessation of
     Duluth Complex Material stockpiling.  2 pp.

Minnesota Pollution Control Agency, Water Quality Division, Regulatory Compliance Section.  1989
     (December 20).  Letter from R.C.  Felt, MPCA to  R.W. von Bitter regarding enclosed Notice
     of Violation of NPDES/SDS Permit MN 0042579 (Dunka Site). 7 pp.

Minnesota Pollution Control Agency, Water Quality Division.  1986 (June 25).  Erie Mining Company
     Authorization to Construct and Operate a Disposal System Under the State Disposal System
     Permit Program, Permit No.  MN C054089 (closed cycle tailings disposal  system with no
     discharge to surface waters of the state at the Erie Mining Company tailings disposal site).  20
     pp.

Sellings' Mining Review.  1991 (August 17). Vol. 80,  No. 33.

St. Paul District Corps of Engineers. 1980 (April 25).  Department  of the Army Permit issued to
     Erie Mining Company, Hoyt Lakes, Minnesota. 4  pp.

St. Paul District Corps of Engineers. 1979 (November 13).  Final Environmental Impact  Assessment.
     27pp.

St. Paul District Corps of Engineers. 1976 (March). Technical Report, Final Draft Report:  Duluth-
     Superior and Adjoining Area Urban Study, Appendix Urban Area II. 34 pp.
                                            2-54

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                                  Site Visit Report: LTV Steel
            APPENDIX 2-A

ADDITIONAL INFORMATION PROVIDED BY
              LTV SMCo.
                 2-55

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                                                                   Site Visit Report: LTV Steel
After the site visit. EPA requested additional information from LTV SMCo. regarding the following
topics:

       •  Wetlands data and Area 2WX construction permit

       •  The number of lean taconite ore piles and the total quantity of material stored

       •  The ultimate fate of solids which settle in the emergency basin

       •  The parameters monitored in the tailings impoundment

       •  The location of the industrial landfill and the tire storage area

       •  The type of treatment used at the sanitary waste water plant.

LTV SMCo.  responded to several of these information requests verbally during a January 1992
telephone conversation.  Specifically, LTV SMCo. provided  information concerning the ultimate fate
of solids which settle in the basin (dredged by a contractor and recycled to the mill), the locations of
the industrial landfill and the tire storage area (both at the Hoyt Lakes site), and the type of treatment
used at LTV  SMCo.'s sanitary wastewater plant (secondary biological treatment).

In addition, LTV SMCo. submitted several documents to EPA concerning a construction project in a
local wetland area.  These documents are  listed below:

       •  Application for a Department of the Army Permit
       •  Notice of Application for Permit
       •  Final  Environmental Impact Assessment
       •  Department of the Army  Permit.

As part of an subsequent request by  EPA, LTV SMCo. later provided lean taconite ore  stockpile data
and a copy of MPCA Waste Tire Permit No. WTSF-102.
                                             2-56

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                                             Site Visit Report: LTV Steel
                         APPENDIX 2-B

MAJOR COMMENTS PROVIDED BY LTV SMCO., THE MINNESOTA POLLUTION
                   CONTROL AGENCY (MPCA),
  AND THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (MDNR)
               AND EPA'S RESPONSE TO COMMENTS
                             2-57

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                                                                             Site Visit Report:  LTV Steel
            LTV SMCo., the Minnesota Pollution Control Agency, and the Minnesota Depanment of Natural
            Resources all submitted comments in the form of mark-ups of the draft text. The major comments
            and EPA's responses are presented below. In general, all editorial and technical comments were
            accepted.

            Comment:  LTV Steel Mining  Company requested that it be referred to as LTV SMCo., rather than
            as LTV.

            Response:  The document has been revised to include this change.

            Comment:  LTV SMCo. clarified and updated the discussion of area surface water.

            Response:  The document has been revised to include this change.

            Comment:  LTV SMCo. requested clarification of the specific location that the EPA site visit team
            observed algal growth in the tailings impoundment.

            Response:  EPA deleted the reference to observed algal growth.

            Comment:  LTV SMCo. notified EPA that it has gone forward with bonding for the Tire Storage
            Area and forwarded a copy of the permit to EPA.

            Response:  The document has been revised to include these changes.

            Comment:  LTV SMCo. notified EPA that the Minnesota State legislature did not pass a more
            restrictive financial assurance bill for mine closure/reclamation as anticipated.

            Response:  The document has been revised to include these changes.

            Comment: LTV SMCo. notified EPA of several additional permits held by the facilities.

            Response:  The document has been revised to include descriptions of the additional permits.

            Comments: LTV SMCo. amended the discussion of the Dunka mine site to note that there are still
            questions remaining as to the cause of increased metals concentrations in Bob Bay.

            Response:  The document has been revised to include these changes.

            Comment: LTV SMCo. noted that the facility is working with the MPCA and the MDNR to define a
            remediation strategy for the Dunka site.

            Response:  The document has been revised to include this change.

            Comment: The MPCA clarified and updated the discussion of area use of mine  water as sources of
            drinking water.

            Response: The document has been revised to include this change.

            Comment: The MDNR clarified and updated the discussion of area hydrogeology.
U.S. Environmental Protection Agency                    2-58
Region 5, Library (PL- 12J)
77 West Jackson Boulevard, 12th Floor
Chicago,  IL   60604-3590

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                                                                  Site Visit Report: LTV Steel
Response: The document has been revised to include this change.

Comment: The MDNR clarified and updated the discussion of area wetlands.

Response: The document has been revised to include these changes.

Comment: The MDNR clarified and updated the discussion of State reclamation requirements for
glacial till, waste rock, and lean ore stockpiles.

Response:  The document has been revised to include these changes.

Comment:  LTV SMCo. and the MDNR clarified and updated the discussion of broken hornfels at
the Dunka mine site.

Response:  The document has been revised to include these changes.

Comment:  LTV SMCo.  and the NDNR clarified and updated the discussion of mitigation at the
Funka site, including channeling,  capping,  and wetlands treatment.

Response:  The document has been revised to include these changes.
                                            2-59

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