proposed alternate e production of ferrochrome and
TRANSCRIPT
PROPOSED ALTERNATE
PRODUCTION OF FERROCHROME
AND FERROMANGANESE AT
ASSMANG CHROME –
MACHADADORP WORKS
DRAFT SCOPING REPORT
JUNE 2008
ENVIRONMENTAL
SCIENCE
ASSOCIATES
POSTAL
ADDRESS:
PO Box 2950
Saxonwold
2132
PHYSICAL
ADDRESS:
9 Victoria Street
Oaklands
Johannesburg
2192
TEL:
+27 (0)11 728 2683
CELL:
+27 (0)82 446 6414
FAX:
086 610 6703
WEBSITE:
www.escience.co.za
E-MAIL:
DRAFT SCOPING REPORT
PROPOSED ALTERNATE PRODUCTION OF FERROCHROME AND
FERROMANGANESE AT ASSMANG CHROME – MACHADADORP
WORKS
COMPILED BY EAP:
Environmental Science Associates
PO Box 2950,
Saxonwold, 2132
9 Victoria Street,
Oaklands, Johannesburg, 2192
Tel: (011) 728 2683
Cell: 082 446 6414
Fax: 086 610 6703
E-mail: [email protected]
ON BEHALF OF APPLICANT:
ASSMANG CHROME – Machadadorp Works
PO Box 152
Machadadorp
Mpumalanga
1170
Tel: (013) 256 5071 / 5000
Cell: 082 373 4875
Fax: (013) 256 5139
E-mail: [email protected]
PREPARED FOR REVIEW BY COMPETENT AUTHORITY:
Directorate: Environmental Impact Management
Mpumalanga Department of Agriculture & Land Administration (MDALA)
3rd Floor, Piet Koornhof Building
C/o Betty & Justice Streets, Witbank
Private Bag X7255
Witbank
1035
Tel: (013) 690 1269/79
Fax: (013) 656 5469
JUNE 2008
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1. EXECUTIVE SUMMARY
ASSMANG CHROME – Machadadorp Works proposes to adapt existing operations at their
Machadadorp Ferrochrome works to allow for the alternate production of Ferrochrome
and Ferromanganese, due to fluctuating market conditions affecting ferrochrome
demand, and the generally opposite fluctuations in ferromanganese demand.
The proposed alternate production would to a large extent utilise existing infrastructure
without any modification, including transport infrastructure, raw material and product
storage bays, furnaces, and air pollution control equipment (bag filters). Raw material
demand, energy requirements, solid waste and emissions are expected to be the same or
less than during ferrochrome production. New infrastructure required would be a
dedicated site for disposal of manganese slag, and a briquetting plant for the processing
of bag filter dust, which would be recycled back into the furnaces.
The following activities are identified in Government Notice R.387, which requires a Scoping
and Environmental Impact Assessment to be conducted as part of Assmang’s application
for Environmental Authorisation for the proposed project:
o Activity 1(e): The construction of facilities or infrastructure, including associated
structures or infrastructure, for any process or activity which requires a permit or
license in terms of legislation governing the generation or release of emissions,
pollution, effluent or waste and which is not identified in Government Notice No. R.
386 of 2006; and
o Activity 1(g): The construction of facilities or infrastructure, including associated
structures or infrastructure, for the use, recycling, handling, treatment, storage or final
disposal of hazardous waste.
Environmental Impact Assessment aims to ensure effective compliance and governance
concerning the sustainable use of environmental resources, while simultaneously focusing
on key issues such as stakeholder empowerment, providing access to relevant and concise
information to enable informed decision making.
This Draft Scoping Report (DSR) was compiled through the execution of a methodology set
out to produce a report in compliance with the requirements of Section 29 of GN R.385 in
terms of Chapter 5 of the National Environmental Management Act (NEMA), 1998 (Act 107
of 1998, as amended).
The objective of this report is to identify and discuss issues of potential environmental
significance, and where possible, indicate the significance of those impacts, in order to
inform the scope of the Environmental Impact Assessment (EIA) phase to follow. The initial
identification and assessment of environmental impacts revealed the following potentially
significant environmental aspects which require further detailed assessment:
o Impact on Air Quality - Air quality assessment entailing a study of criteria pollutants
emitted by plant, specifically as it relates to current plant performance and any
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effects on plant efficiency the proposed changeover to ferromanganese
production may have;
o Emission manganese dust - Ambient air quality baseline of manganese and emission
assessment to determine current exposures, and investigating emission and
abatement of manganese from the plant specifically, and review of Occupational
Health and Safety issues;
o Waste management - Waste classification and assessment investigating
requirements for waste handling, storage treatment and disposal with a specific
focus on hazardous wastes generated by the process and the processing thereof in
the proposed briquetting plant; and
o Potential impact on surface water – Assessment of generation, containment and
management of contaminated surface water, if any, e.g. from briquetting plant, ore
and product storage areas.
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TABLE OF CONTENTS
1. EXECUTIVE SUMMARY........................................................................................................................ I
2. INTRODUCTION ..................................................................................................................................... 1
3. BACKGROUND – ASSMANG CHROME ............................................................................................ 4
4. LEGAL AND POLICY FRAMEWORK ................................................................................................ 8
4.1 CURRENT APPROVALS ......................................................................................................................... 8 4.2 ENVIRONMENTAL IMPACT ASSESSMENT............................................................................................. 8 4.3 AIR QUALITY ..................................................................................................................................... 10 4.4 WASTE ............................................................................................................................................... 10 4.5 OCCUPATIONAL HEALTH AND SAFETY .............................................................................................. 11
5. PROJECT DESCRIPTION.................................................................................................................... 12
5.1 DESCRIPTION OF PROPOSED ACTIVITY.............................................................................................. 12 5.2 ALTERNATIVES .................................................................................................................................. 14
6. PUBLIC PARTICIPATION PROCESS ............................................................................................... 15
6.1 STAKEHOLDER NOTIFICATION........................................................................................................... 15 6.2 KEY ISSUES RAISED ........................................................................................................................... 15
7. DESCRIPTION OF THE ENVIRONMENT AND POTENTIAL IMPACTS .................................. 16
7.1 LOCATION .......................................................................................................................................... 16 7.2 CLIMATE ............................................................................................................................................ 18 7.2.1 Temperature .............................................................................................................................. 18 7.2.2 Rainfall ...................................................................................................................................... 18 7.2.3 Wind........................................................................................................................................... 18
7.3 TOPOGRAPHY..................................................................................................................................... 18 7.4 GEOLOGY........................................................................................................................................... 19 7.5 SOIL ................................................................................................................................................... 19 7.6 VEGETATION...................................................................................................................................... 19 7.7 FAUNA ............................................................................................................................................... 19 7.8 SURFACE WATER ............................................................................................................................... 19 7.9 GROUNDWATER ................................................................................................................................. 19 7.10 AIR QUALITY ..................................................................................................................................... 20 7.11 NOISE ................................................................................................................................................. 21 7.12 VISUAL IMPACT ................................................................................................................................. 21 7.13 ARCHAEOLOGY, HERITAGE & CULTURE........................................................................................... 21 7.14 SOCIO-ECONOMIC ENVIRONMENT .................................................................................................... 21 7.15 MONITORING ..................................................................................................................................... 22 7.16 SUMMARY.......................................................................................................................................... 22
8. ENVIRONMENTAL ASPECT & IMPACT REGISTER................................................................... 23
8.1 CONSTRUCTION IMPACT ASSESSMENT AND MITIGATION ................................................................. 26 8.1.1 Noise.......................................................................................................................................... 26 8.1.2 Construction Waste ................................................................................................................... 26
8.2 OPERATIONAL IMPACT ASSESSMENT AND MITIGATION ................................................................... 26 8.2.1 Emissions to Air......................................................................................................................... 26 8.2.2 Generation and Disposal of Hazardous Waste ......................................................................... 26 8.2.3 Energy and Raw material Usage............................................................................................... 26 8.2.4 Groundwater Contamination..................................................................................................... 26 8.2.5 Effluent Generation and Management....................................................................................... 27
9. WAY FORWARD ................................................................................................................................... 28
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LIST OF FIGURES Figure 3-1: The Assmang Machadadorp Works ................................................................................. 4
Figure 3-2: Pelletising Plant at Machadodorp Works ........................................................................ 5
Figure 3-3: Tapping of Ferrochrome ..................................................................................................... 6
Figure 4-1: EIA Process ............................................................................................................................. 9
Figure 7-1: Location of Assmang Chrome......................................................................................... 16
Figure 7-2: Regional Location (1:50000 – 2530CA Belfast & 2530CB Waterval Boven) ............ 17
LIST OF APPENDICES
Appendix 1: Application for Authorisation Form
Appendix 2: Previous Exemption Granted by MDALA (28/04/2006)
Appendix 3: Public Participation Documentation
Appendix 4: EAP Curriculum Vitae
Appendix 5: Plan of Study for EIA
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2. INTRODUCTION
ASSMANG CHROME – Machadadorp Works (‘Assmang’ / ‘the applicant’) proposes to
adapt existing operations at their Machadadorp Ferrochrome Works to allow for the
alternate production of ferromanganese in existing, authorised furnaces currently used
for the production of ferrochrome. Assmang is the fourth largest producer of
ferrochrome in the country (after Xstrata, Samancor and Hernic).
Due to its relatively small size compared with the other producers, the feasibility of
ferrochrome production at Assmang is particularly affected by international
fluctuations in the price/demand of ferrochrome. Historically, situations have arisen
where Assmang was forced to shut down some of its furnaces and reduce production
due to low ferrochome prices, with resultant job losses.
Due to, among others, the fluctuating market conditions affecting ferrochrome
demand and that ferromanganese demand generally varies in an opposite manner,
Assmang has identified an opportunity to use one or more of their existing electric arc
furnaces for the production of ferromanganese when demand in ferrochrome is low,
and visa versa. This would avoid Assmang having to down-scale production during
periods of low ferrochrome demand, with associated job losses etc.
The process and technology has to a large extent been tested and proven at
Assmang’s Cato Ridge Smelter, which produced ferromanganese, and the
environmental impacts and associated required mitigating and monitoring measures of
the process are known. The alternate production as proposed is also common practice
internationally, e.g. Europe and China. The technical requirements for the production
of manganese are very similar to that for ferrochrome, and the proposed alternate
production would therefore to a large extent utilise existing procedures and
infrastructure without any modification, including:
o Transport
o Raw materials – reductants, fluxes, coal
o Raw material handling and storage areas
o Handling procedures
o Furnaces
o Air pollution control equipment (bag filters)
o Product handling and storage
o Energy requirements
o Labour
o Occupational Health and Safety (OHS)
o Management and monitoring procedures
Raw material demand, energy requirements, quantity of solid waste and emissions are
expected to be the same or somewhat less than during ferrochrome production. New
infrastructure required would be a dedicated cell for disposal of manganese slag, and
a briquetting plant for the processing of bag filter dust, which would be recycled back
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into the furnaces. Some update of OHS and environmental management and
monitoring procedures may be required based on the outcome of the EIA.
It must be noted that Assmang previously applied for Exemption in terms of section 28A
of the Environment Conservation Act (‘the Act’), 1989 (Act 73 of 1989) for the
conversion of one of its furnaces for so-called ‘Swing Capacity’ to produce
ferromanganese in a furnace used for ferrochrome production. On 28 April 2006, the
Mpumalanga Department of Agriculture and Land Affairs (MDALA), granted
conditional Exemption (MDALA Ref. No: 17/2/22 NK41) in terms of Section 28A of the
Act and Government Notice R.29 of 7 April 1995, from Section 22(2) of the Act and
Government Notice R.1182 and R.1183 of 5 September 1997, for the conversion of a
ferrochrome furnace to a ferromanganese furnace at the Assmang Machadadorp
Works (see Appendix 2).
Key factors for this Decision included:
o The site is already developed with the ferrochrome plant;
o The proposed conversion will require no additional structures or equipment and
the process will be conducted using an existing furnace and the same bagfilter
support service and infrastructure; and
o The proposed conversion will not add to the current production of any waste or
by products and according to the mass balance, the production of
ferromanganese will reduce the waste volume since no additional water will be
required.
However, the project was never implemented and no ferromanganese has been
produced at the site. Assmang decided to re-apply for authorisation, which is the
subject of this Draft Scoping Report, mainly due to the following:
o The Exemption granted by MDALA only allows for ferromanganese production in
one furnace, whereas Assmang needs the option to use all their furnaces for
ferromanganese production instead of ferrochrome if so required;
o Wording of the Exemption did not correctly reflect Assmang’s intentions; and
o The Exemption did not include the proposed briquetting plant.
In terms of the current project proposal, Environmental Science Associates (ESA) was
appointed by Assmang as the independent Environmental Assessment Practitioner to
facilitate the application for Environmental Authorisation (on their behalf) for the
following activities identified in Government Notice R.387, which requires a Scoping
and Environmental Impact Assessment as part of the application in terms of
Government Notice R.385 (the so called NEMA EIA Regulations) promulgated in terms
of Section 24(5) of the National Environmental Management Act (NEMA), 1998 (Act 107
of 1998, as amended):
o Activity 1(e): “The construction of facilities or infrastructure, including associated
structures or infrastructure, for any process or activity which requires a permit or
license in terms of legislation governing the generation or release of emissions,
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pollution, effluent or waste and which is not identified in Government Notice No.
R. 386 of 2006”; and
o Activity 1(g): “The construction of facilities or infrastructure, including associated
structures or infrastructure, for the use, recycling, handling, treatment, storage or
final disposal of hazardous waste”.
Note that in terms of activity 1(e) above, no new production infrastructure, or
modification thereof, related to the manufacture of ferromanganese (instead of
ferrochrome) would be required – existing raw material pre-processing and feed
equipment, electric arc furnaces and bag filters to control emissions would be utilised
as is. However, the production of ferromanganese would require an amendment of
existing Registration Certificates, which are currently being converted to Air Emission
Licences in terms of the National Environmental Management: Air Quality Act
(NEMAQA), 2004 (Act 39 of 2004), as these currently only allows for the production of
ferrochrome.
In addition, the proposed briquetting plant would be used to process bag filter dust
into a form that can be fed into the furnaces (i.e. re-use / recycling). This bag filter dust
is considered to be a waste (likely to be hazardous), and therefore this new plant would
require a so-called Waste Permit in terms of Section 20 of the Environment Conservation
Act, 1989 (Act 73 of 1989), as a waste handling facility, i.e. an area/installation where
waste would be stored, treated, or from which a valuable constituent would be
recovered. The plant is therefore also listed as activity 1(g) referred to above.
Note that the final waste products from the production of ferromanganese, i.e.
manganese slag, would be disposed of in a dedicated cell at Assmang’s existing,
approved hazardous slag disposal site. The expansion of this site is currently the subject
of a separate application for Environmental Authorisation and associated EIA (MDALA
Ref. No: 17/2/2/1(g)MP-3), and does not form part of this application for Environmental
Authorisation.
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3. BACKGROUND – ASSMANG CHROME
Assmang Limited is a company incorporated in the Republic of South Africa to supply
raw material to the world's steel mills and alloy plants. Formed in 1935, and listed on the
Johannesburg Stock Exchange in 1936, the Group employs 2 865 permanent
employees. Assmang was delisted in February 2006. Assmang is jointly owned by
African Rainbow Minerals Limited (50%) and Assore Limited (50%), and currently has
three independently operating divisions based on its three commodities – chrome,
manganese and iron ore.
Assmang’s Chrome Division consists of the Dwarsrivier chrome mine and the
Machadodorp ferrochrome works both in Mpumalanga, and the Manganese Division
consists of the manganese mines in the Northern Cape, Nchwaning and Gloria, and
the ferromanganese works at Cato Ridge in KwaZulu-Natal. The Iron Ore Division is
made up of the Beeshoek mine and the Khumani iron ore project in the Northern Cape
around Postmasburg, and on the three farms adjacent to Kumba Resources' Sishen
mine.
Figure 3-1: The Assmang Machadadorp Works
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In 1971 Feralloys Limited, a wholly-owned subsidiary of Assmang, expanded and
erected a ferro-chrome smelter at Machadodorp for the production and export of
charge and low-carbon ferrochrome. After a major reinvestment and expansion
programme, the works now has a ferrochrome capacity of approximately 300 000 tons
per annum, and has ISO 9000/2000, OSHAS 18 000 and ISO 14000/2004 certification.
Chrome containing ore is obtained from the modern Dwarsrivier Chrome Mine, located
140 km from Machadodorp, which supplies quality lumpy ore and concentrate to meet
most of the works' ore requirements. Some ore is also currently purchased from the
Nkomati Mine belonging to Lion Ore, which is close to Machadodorp. Other raw
materials are (i) reductants, which are sourced locally and include coke, char and
metallurgical coal, and (ii) flux (quartz and limestone) supplied under contract by local
quarries. A highly automated materials handling system distributes the raw materials to
four furnaces.
The metallurgical concentrate, together with recycled baghouse dust, are pelletised
using Outokumpu technology. The pellet production capacity is 350 000 tons pa. Pellets
substantially improve furnace production and efficiency. Using computer-based mass
balances and automated batching systems, the raw materials are blended into a
charge suitable for each of the furnaces. The blend varies depending on the
ferrochrome specification required.
Figure 3-2: Pelletising Plant at Machadodorp Works
The furnace operations consists of two open 33 MVA , one open 30 MVA (all of
Tagliaferri design) and one closed 54 MVA submerged arc furnace (Titaco) with pre-
heater (Outokumpu). The combined capacity is 290 000 tpa of charge chrome.
Despite the Eskom electricity shortage, Machadodorp continues to operate all 4
furnaces (at reduced load) to best meet the strong market conditions. Studies are
underway to examine the optimal strategy to expand production when the electricity
crisis alleviates. Slag-free ferrochrome ingots are produced by bottom ladle teeming.
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Figure 3-3: Tapping of Ferrochrome
All slag and ladle skulls are cooled and sent to the Metal Recovery Plant to produce
saleable ferrochrome products. The production of ferrochrome results in a discard slag,
which contains entrapped ferrochrome metal. This ferrochrome can, however be
recovered in the metal recovery plant which has an installed capacity of 20 000 tons of
saleable product per annum. The slag and skulls which are recovered by excavator
and front-end loader, are crushed and screened into suitable size fractions, and Batig
and Delkor jigs are used to separate the metal from the slag in the coarser fractions,
while spirals are used to separate material of <1mm. Remaining waste slag is disposed
of at the existing slag disposal site after hexavalent chromium neutralization.
An automated three stage crushing and screening plant is closely controlled to ensure
that the ferrochrome complies with customer size requirements. The plant is operated in
campaigns to crush products with different silicon specifications. All products are
weighed and stockpiled according to size and silicon specification:
o Size: To customer specification
o Silicon (Si): 3 % to 6 %
o Chrome (Cr): Typically 51.5 % to 52.5 %
o Sulphur (S): 0.060 maximum (typically 0.04)
o Phosporous (P): 0.030 maximum (typically 0.023)
o Carbon (C): 6.3 % to 8 %
Assmang’s Machadodorp Works has had OSHAS 18 000 certification since 2003. The
site’s health care programme is monitored and managed by an independent
contractor. This consists of pre-employment, annual and termination medicals. An
accredited external company monitors exposure to hazards such as noise, dust and
chrome emissions. Results are used to improve protective equipment and operating
standards.
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The Machadodorp Works has also been ISO 14 000 accredited since 2001, and
operates to a standard that is considered to be a benchmark in the industry. The works
is situated in a pristine environment with trout fishing downstream of the works. It has a
licensed slag dump and is a zero effluent site. Storm water is captured via concrete
channels to storm water dams. The storm water and process water are recycled to the
plant. Boreholes around the works and from the river streams are analysed on a regular
basis to ensure that the pristine environment is maintained.
The Environmental Management System monitors and manages risk in the areas of air,
ground and water pollution to minimise the impact the operations have on the
environment. All furnace waste gas systems are duplicated to ensure superior
operating availability. Taphole fume extraction improves conditions for employees. All
waste gas scrubber effluent is contained, treated and the water recycled. No slimes
dams are used. Extensive training programmes ensure workforce awareness of
environmental responsibilities.
As an ISO 9000 listed operation, all raw materials are closely monitored both on receipt
and during use to ensure that the product meets customer expectations. Mass
balances are used to ensure the furnace ingot product complies with specifications.
Each furnace tap is separately sampled and analysed with the ingots only allocated to
a stockpile once the analysis is known. The crushing plant operates in campaigns to
handle the different products separately. Each shift's production is sampled and
analysed prior to being placed on a final product stockpile. All products are carefully
checked both on dispatch and again at the harbour during loading. A modern
laboratory equipped with ICP, XRF, XRD and wet chemical facilities ensures accurate
chemical analysis.
From a human resource management and corporate social responsibility point of view,
the Machadodorp Works has developed a modern multi-skilled work structure and
extensive multi-media training systems are in place to develop ABET, knowledge and
skills throughout the workforce. Wherever possible, local communities supply the
resources required. Organised labour and other stakeholders are represented on
various forums to facilitate participative management. This ensures transparency,
common purpose and understanding. The company takes a keen interest in the social
development and upliftment of the community and this is reflected in the number of
projects undertaken in the areas of education, welfare and recreation.
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4. LEGAL AND POLICY FRAMEWORK
4.1 CURRENT APPROVALS
Assmang’s Machadadorp Works is currently registered to conduct scheduled
processes (smelting) in terms of the Atmospheric Pollution Prevention Act 451/1965 –
Registration certificate Nos. 424/1, 424/2, 424/3 and 424/4, with additional certification
in terms of the National Water Act 36/1998, and the Integrated Water management
License, which is in its final draft form, and a permit in terms of No 250N. The disposal of
slag is covered and authorized in terms of the Environmental Conservation Act
73//1989, and a ROD Ref No. 17/2/20/NK13, and the authorization for the recycling of
storm-water in terms of the Environmental Conservation Legislation, and a ROD Ref No.
17/2/22/1 NK24 in terms of the Environmental Conservation Act.
4.2 ENVIRONMENTAL IMPACT ASSESSMENT
The proposed alternate production of ferromanganese would require new and
amendment of existing permits, as well as Environmental Authorisation for new
infrastructure (briquetting plant). The proposed activities are identified in Government
Notice R.387, as follows:
o Activity 1(e): “The construction of facilities or infrastructure, including associated
structures or infrastructure, for any process or activity which requires a permit or
license in terms of legislation governing the generation or release of emissions,
pollution, effluent or waste and which is not identified in Government Notice No.
R. 386 of 2006”; and
o Activity 1(g): “The construction of facilities or infrastructure, including associated
structures or infrastructure, for the use, recycling, handling, treatment, storage or
final disposal of hazardous waste”.
With the activities being listed in GN R.387, the process of applying for Environmental
Authorisation includes a requirement to conduct an initial Scoping phase, followed by
a detailed Environmental Impact Assessment as part of the application in terms of
Government Notice R.385 (the so called NEMA EIA Regulations) promulgated in terms
of Section 24(5) of the National Environmental Management Act (NEMA), 1998 (Act 107
of 1998, as amended).
The assessment required (see next page) is therefore comprehensive and detailed
where appropriate, and is a systematic process (see Appendix 2 for methodology) to
identify potential positive and negative impacts on the environment (biophysical,
socio-economic, cultural) associated with proposed activity, which aims to:
o Examine alternatives / management measures to minimise negative and
optimise positive consequences;
o Prevent substantial detrimental impact to the environment;
o Improve the environmental design of the proposal;
o Ensure that resources are used efficiently; and
o Identify appropriate management measures for mitigation and the monitoring
thereof.
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Figure 4-1: EIA Process
Scoping & Plan Of Study
for EIA (POSEIA )
Environmental Impact Assessment
Application :
Submit to Competent Authority (MDALA)
Accept Reject
Amend
Public Participation Phase 1:
Submission :
Submit Scoping & POSEIA to MDALA
Amend
Public Participation Phase 2:
AuthoriseReject Refuse
Amend Submission :
Submit EIR to MDALA
Appeal
Scoping & Plan Of Study
for EIA (POSEIA )
Environmental Impact Assessment
Application :
Submit to Competent Authority (MDALA)
Accept Reject
Amend
Public Participation Phase 1:
Submission :
Submit Scoping & POSEIA to MDALA
Amend
Public Participation Phase 2:
AuthoriseReject Refuse
Amend Submission :
Submit EIR to MDALA
AppealAppeal
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4.3 AIR QUALITY
Environmental legislation applicable to air quality includes the Atmospheric Pollution
Prevention Act of 1965 (APPA), the National Environmental Management Act of 1998
(NEMA) and the National Environmental Management Air Quality Act of 2004
(NEMAQA). The production of ferromanganese would require an amendment of
existing Registration Certificates, which are currently being converted to Air Emission
Licences in terms of the National Environmental Management: Air Quality Act
(NEMAQA), 2004 (Act 39 of 2004), as these currently only allow for the production of
ferrochrome.
Although sections of NEMAQA particularly relevant to the operations of Assmang have
not been enacted as yet, the duty to care imposed by Section 28 of NEMA is relevant
in the case of emissions of particulates and waste gases from the processes. Process
emissions to air where significant risk of particulate emissions is present will be passed
through existing bag filter units, thus limiting particulate emissions. Any changes to the
process emissions and efficiency of bag filters will be evaluated as part of the EIA
through the Air Quality Impact Assessment.
4.4 WASTE
In terms of the Environment Conservation Act of 1989 Section 20(1) & (6) “Waste”, is
defined as:
Any matter (whether gaseous, liquid or solid or any combination thereof) which is an
undesirable or superfluous by-product, emission, residue or remainder of any process
which originates from any residential, commercial or industrial area and which is:
a) discarded by any person; or
b) is, accumulated and stored by any person with the purpose of eventually
discarding it, with or without prior treatment connected with the discarding
thereof; or
c) is stored by any person with the purpose of recycling, re-using or extracting a
useable product from such matter and
d) building rubble used for filling or levelling purposes.”
Excluded from the definition is -
a) waste water disposed of in accordance with the National Water Act;
b) French drains and septic tanks;
c) minerals, tailings, waste-rock or slimes produced by or resulting from activities at
a mine or works as defined in section 1 of the Mines and Works Act, 1956; and
d) radio-active waste.
(Other laws regulate the excluded categories.)
Furthermore, a "disposal site" is defined as a site used for the accumulation of waste
with the purpose of disposing or treatment of such waste.
Waste generated from the process (slag and bag filter dust) will be accumulated on
site. Storage of this waste material, and processing in the briquetting plant, qualifies as
a waste disposal activity as referred to in Section 1 Environment Conservation Act of
1989. By strict interpretation of the law this means that the area where waste is being
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stored, treated, or from which a valuable constituent is recovered, is regarded as a
waste handling facility which should be permitted (or possibly exempted from
permitting) in terms of Section 20(1) of the same Act.
According to Section 20(1) of the ECA, “no person shall establish, provide or operate
any disposal site without a permit issued by the Minister of Water Affairs...”, the process
of which is in turn informed by the DWAF Minimum Requirements Waste Management
Series (DWAF 1998a, DWAF 1998b, DWAF 1998c) documents (with the draft 3rd edition
having been released). Provision is made for the Minister to grant exemptions from the
permitting requirements. As such, Assmang will need to apply for:
o a waste disposal site permit in terms of Section 20(1) of the ECA; or
o an exemption from the provisions of Section 20(1) of the ECA.
4.5 OCCUPATIONAL HEALTH AND SAFETY
The Occupational Health and Safety Act (OHSA) regulations include Regulation 1179
(Hazardous Chemical Substances) and Regulation 7122 (Major Hazard Installations). A
“hazardous chemical substance” is defined in Government Notice R.1179 Hazardous
Chemical Substances Regulations (1995) as any toxic, harmful, corrosive, irritant or
asphyxiant substance, or a mixture of such substances for which (a) an occupational
exposure limit is prescribed, or (b) an occupational exposure limit is not prescribed; but
which creates a hazard to health.
The emissions of manganese containing particulates may be seen as potentially
creating a hazard to health. In terms of Section 8(2) of the Occupational Health and
Safety Act, 1993, the following applies to employers:
(d) establishing, as far as is reasonably practicable, what hazards to the health or
safety of persons are attached to any work which is performed, any article or
substance which is produced, processed, used, handled, stored or transported
and any plant or machinery which is used in his business, and he shall, as far as is
reasonably practicable, further establish what precautionary measures should
be taken with respect to such work, article, substance, plant or machinery in
order to protect the health and safety of persons, and he shall provide the
necessary means to apply such precautionary measures.
A Major Hazardous Installation is defined in terms of the Occupational Health and
Safety Act as an installation:
o where more than the prescribed quantity of any substance is or may be kept,
whether permanently or temporarily; or
o where any substance is produced, used, handled or stored in such a form and
quantity that it has the potential to cause a major incident.
A major incident as referred to in (b) is defined as “an occurrence of catastrophic
proportions, resulting from the use of plant or machinery, or from activities at a
workplace”.
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5. PROJECT DESCRIPTION
5.1 DESCRIPTION OF PROPOSED ACTIVITY
The proposed change-over from ferrochrome (FeCr) to ferromanganese (FeMN)
production (and visa versa) would not require changes to furnace infrastructure, but
the following operational steps would be necessary to prevent any cross-
contamination of product:
o Give notice one month’s notice to relevant authorities and I&AP’s of proposed
changeover;
o Smelting the furnace/s down over 2-3 days, i.e. remove and clear the furnace/s
of existing FeCr materials (if changing to FeMn production) or remove FeMn
materials (if changing back to FeCr production);
o Empty affected gas-cleaning equipment, i.e. clear bag filters of any chrome or
manganese dust, as the case may be;
o Clean and check gas-cleaning equipment; and
o Introduce new materials, i.e. FeMn or FeCr, as the case may be.
Manganese Ore would be obtained from the existing Assmang Blackrock Mine in the
Northern Cape, and fluxes and reductants (similar as for FeCr production) from existing
suppliers. Approximately 2000 tons of ore per week would be brought on site via one
“Block load” rail wagons. Existing tipplers would be cleaned before and after the off-
loading process using contractors. Loading would, as is currently the case, occur
directly from the tippler to clam shells, with direct loading from the clam shells to the
holding bins.
FeMn production is expected to produce approximately 95 tons of slag per day,
approximately 52% less in volume than slag produced by the FeCr manufacturing
process. The slag will be disposed of on Assmang’s existing, licensed slag disposal site,
which has an approved engineered barrier lining and associated engineered and
licensed storm water control facility.
Bag filter dust and other manganese containing residues will be collected and
processed through a new briquetting plant. The plant will form the fine dust into a
conglomerate that can be re-introduced into the furnaces as raw material. Figure 5-1
shows the existing briquetting operations at Assmang’s Cato Ridge plant in KwaZulu
Natal where ferromanganese is produced.
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Figure 5-1: Briquetting Plant (Assmang Cato Ridge)
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To illustrate the similarities between FeCr (current) and FeMn (proposed) production,
the expected mass balance for each process is indicated below. Notable is the
decrease in use of energy and raw materials, as well as emissions and waste products,
during the production of FeMn compared with the quantities associated with FeCr
production. Therefore, the overall environmental impact of FeMn production is
expected to be less than for FeCr, mainly due to higher quality manganese ore and
enabling a more efficient manufacturing process with less residues.
FeCr PRODUCTION FeMn PRODUCTION INPUT/OUTPUT
TONS / DAY TONS / MONTH TONS / DAY TONS / MONTH
% DECREASE
during FeMn
production
IN
Power (MWh) 2899 86970 2049 61470 29.31
Ore 1929 57870 1729 51870 10.36
Reductants 559 16770 371 11130 33.66
Fluxes 290 8700 20.5 615 92.93
OUT
HCFeCr 890 26700 675 20250 24.16
Slag 985 29550 475 14250 51.78
Bag Filter Dust 42.9 1287 34 1020 20.93
Off Gas 935 28050 840 25200 10.16
The closure and decommissioning of the proposed conversion will be included in, and
carried out in accordance with the systems as detailed in the Commissioning EIA
undertaken for the existing plant infrastructure, and any expansions undertaken. It is
important to note that this will require that all concrete slabs and any contaminated
ground would need to be disposed of in accordance with the types of contamination
noted. In addition, all infrastructure will need to be demolished, and all materials sold,
or disposed of at a landfill site or waste facility that is licensed to take the waste stream
in question. Some of the soils may need to be deposited onto the existing H:H Site (Slag
Dump) before it is completely rehabilitated and capped. However, these materials will
need to be tested and assessed before a decision can be made in this regard.
5.2 ALTERNATIVES
The proposed conversion was initiated in response to the decrease in demand and
price for ferro-chrome. The alternative to the proposed conversion is that one of the
existing open furnaces would have to be taken out of production for at least the next
19 months, resulting in the direct loss of approximately 40 jobs and the indirect
reduction of contractor labour in the slag handling process. In addition this alternative
will have a significant negative impact on the profitability of the total operation.
After considering the FeMn conversion, the saving and creation of job opportunities
and the economic advantages of the process in relation to the fact that no additional
or significant environmental aspects are associated with this conversion, it was
concluded that the implementation of the proposed project would be viable and
environmentally sustainable.
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6. PUBLIC PARTICIPATION PROCESS
6.1 STAKEHOLDER NOTIFICATION
The public and stakeholder participation process to date have entailed the following:
o Pre-identification of interested and affected parties (I&APs) using existing
databases from previous projects at Assmang Machadadorp.
o Advertising the proposed project and associated EIA process in “The
Lowevelder” and “Boven Herald” newspapers in the week of 25-29 February
2008. The advertisements indicated where written comments may be directed
to, and included an invitation to an initial briefing and information sharing
meeting.
o Placement of a Site Notice at the Assmang Chrome – Machadodorp Works.
o An initial stakeholder meeting open to all I&APs was held on Friday 14 March
2008 at 10:00 at the Assmang Chrome – Machadodorp Works Training Centre,
which coincided with a public participation meeting on the EIA process for the
proposed expansion of Assmang’s slag disposal site (MDALA Ref. No:
17/2/2/1(g)MP-3). During the meeting, the proposed project was explained by
means of a presentation. Further clarification was provided and issues related to
the project were raised during discussions that followed.
o This Draft Scoping Report will be made available for comment by I&APs for a
period of 30 days.
Refer to Appendix 3 for further detail on the public participation process to date.
6.2 KEY ISSUES RAISED
o Would the project require only Basic Assessment, or Scoping and EIA?
o Has it been proven elsewhere that the proposed conversion can be done?
o How will the proposed project impact on power consumption?
o Would the EIA be informed by any specialist studies?
o How will ‘internal’ dust (i.e. occupational health risk) be monitored and
managed?
o Can wet scrubbers be considered to replace bagfilters to reduce dust further?
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7. DESCRIPTION OF THE ENVIRONMENT AND POTENTIAL
IMPACTS
7.1 LOCATION
The Assmang works, approximately 25 ha in size, is located on the Remaining Extent of
Portion 3, and Remaining Extent of Portion 4, of the Farm Schoongezicht 364 JT,
currently zoned for industrial use. The land capability has been altered to industrial land
use and will remain as industrial land for the life of the project. The site is situated
roughly 6 km southwest of Machadodorp, and 55 km northeast of Carolina, in the
province of Mpumalanga. The plant and slag dump is located approximately 650
metres west of the R36 between Machadadorp and Carolina. The centre co-ordinates
of the property is 25º 42' 51" S and 30º 13' 45" E.
The works fall within the jurisdiction of the Emakhazeni Local Municipality, which
incorporates the towns of Belfast, Dullstroom, Machadodorp and Waterval Boven. The
area falls under the Nkangala District Municipality. Surrounding land use is largely
agricultural. The works have been in operation for more than 35 years, and the
alternate production of FeMn would not affect surrounding land use.
Figure 7-1: Location of Assmang Chrome
NNNN
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Figure 7-2: Regional Location (1:50000 – 2530CA Belfast & 2530CB Waterval Boven)
NNNN
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7.2 CLIMATE
The Assmang Chrome Smelter is situated on the edge of the escarpment within the
Mpumalanga Province. The area typically receives summer rainfall in the form of
thundershowers between the months of November and March and experiences cold
winter nights and warm winter days. The climate can generally be defined as sub-
humid, and can be locally described as normally hot and dry.
7.2.1 TEMPERATURE
Temperature data obtained from the Machadodorp Weather Station show that
summers are generally warm with temperatures rarely exceed 30 ºC, and winters are
cold to very cold, with frost events that occur regularly. Mean annual maximum
temperature is 25.5 ºC and average minimum is 7.7 ºC.
7.2.2 RAINFALL
Rainfall records for the weather stations Machadodorp station 05 174306 is most
representative for the area. The rainfall and evaporation figures were taken into
account with the design of the existing Return Water Facility on-site, as well as the
undertaking of the Integrated Water Management Plan. The annual average
precipitation is 816.55 mm, and mean annual evaporation is 1658 mm:
Period Jan Feb March April May June July Aug Sept Oct Nov Dec
1985 –2000
133.64 122.01 86.39 38.91 17.61 8.03 2.01 7.37 33.36 100.13 108.48 158.61
15 year average = 816.55mm
7.2.3 WIND
The Machadodorp Weather Station is the nearest station to the Assmang site, and an
on-site station is used to improve to the accuracy of the data. In general, winds vary
from light (1.6 to 3.5 m/s) northwest and southeast for the majority of the year, with
strong to very strong (4.2 to 8.0m/s) northerly to north-easterly winds that occur at times
predominantly during the winter months. The proximity of the works to the escarpment
and the extremely flat terrain has some influence on the extremes of winds in the area.
7.3 TOPOGRAPHY
The proposed work areas for FeMn production is within the existing site, at an elevation
of approximately 1 200 mamsl. The site is founded on sound and competent
engineering materials that have been tested for their foundation properties (during the
initial construction phase of the plant). The shales and mudstone lithologies are
generally moderate to good founding materials.
Existing licensed infrastructure is in place to protect any surface water or groundwater
impacts, and the area is monitored on a regular basis in terms of the license
agreements with the relevant authorities. These results are submitted to the authorities
as required. The general slope of the site is approximately 2% to the southwest. The
topography of the whole area has been altered through industrial activities on the site.
The existing topography will not be further impacted upon by the proposed project.
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7.4 GEOLOGY
The Machadodorp area is underlain by sediments of the Transvaal Group of rocks
comprising predominantly shales and mudstones with interlayers of siltstone and in
places sandstone lithologies. Dolerite and diabase dykes and sills have intruded these
sediments. The regional dip is to the north at approximately 5º. The proposed project
will have no additional impact on the geology of the area.
7.5 SOIL
Soils in the area are generally fine to medium grained mesotrophic to dystrophic sandy
loams to sandy clay loams, with moderate to low agricultural potential. The soils
underlying the site have all been disturbed. No additional surface areas will be
disturbed or soils removed as part of the proposed project.
7.6 VEGETATION
The site is located in a Moist Sandy Grassland area (Acocks, 1988) on the border
between the Bankenveld and North Eastern Sandy Grassveld types. The proposed
project will take place within the existing works where vegetation has been disturbed
historically. No additional natural vegetation will be impacted on by the proposed
project.
7.7 FAUNA
In general, animal life within the area is dependant on the soil, plant, and water
resources of the area. It is these basic biophysical resources that afford suitable habitat
and food to a range of fauna. The area proposed for the project is within the industrial
area of the existing plant infrastructure and no animals have been identified on site.
There will be no additional impact on the fauna of the area.
7.8 SURFACE WATER
The Assmang site is located within the Leeuspruit Elands River Catchment, which forms
part of the greater Komati River Water Management Area. The closest drainage line to
the site is located approximately 300m to the south of the site, and drains to the Elands
River. The site is contained within the existing water management area, and there will
be no impact on any surface water bodies due to the proposed project. Surface water
is monitored on a quarterly basis.
7.9 GROUNDWATER
As with the surface water, the proposed project will have no additional impact on the
groundwater environment, and no discharge of wastewater will occur. There is no
significant continuous aquifer within the study area.
The site has a full Integrated Water Management Plan in place, and this is well
managed. The water use has also been licensed through the DWAF for the utilization
of water within the works. The overall Machadodorp Works is monitored on an on-going
basis using 22 monitoring positions, and the proposed additional infrastructure lies within
this well managed area.
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7.10 AIR QUALITY
The Assmang Chrome works does not fall within the recently proclaimed Highveld
Priority Air Quality Management Area. Notwithstanding, air quality is an issue of
concern in Mpumalanga, as it is in many other parts of South Africa. A wide variety of
air pollution sources exist in the province including industrial processes, agriculture,
mining activities, power generation, paper and pulp processing, vehicles and domestic
coal burning. A variety of pollutants including heavy metal containing particulates,
Oxides of Nitrogen, Sulphur Dioxide, and volatile organic compounds are emitted from
these activities (adapted from Mpumalanga SOER, 2003).
Due to the use of existing infrastructure and pollution abatement equipment (bag
filters), the alternate production of FeMn is not expected to increase current emissions
from FeCr production. This will be investigated in detail during the EIA phase. Assmang
is also in the process of compiling an Air Quality Management Plan as part of the
process of converting their existing APPA Registration Certificates to NEMAQA Air
Emission Licences. This plan would include developing a detailed emissions inventory
and setting up a comprehensive air quality monitoring system.
Stack monitoring to date have yielded the following results:
Date Parameters
evaluated Pellitising Off Gas
Stack
Pellitising
Baghouse
Stack
Furnace 2
Baghouse
outlet
Furnace 3
Baghouse
outlet
Furnace 5
Baghouse
outlet
Gas Volumetric Flow
rate; Actual (m3/s) 75.03 30.32 119.75 127.84
TPM Concentration
(mg/m3) 27.34 40.36 9.072 7.622
Mar
2005
TPM emission flow
rate; Actual (kg/hr) 7.385 4.405 3.911 3.508
Gas Volumetric Flow
rate; Actual (m3/s) 60.273 43.982 130.762 156.224
TPM Concentration
(mg/m3) 29.339 12.876 16.441 24.189
Mar
2006
TPM emission flow
rate; Actual (kg/hr) 6.366 2.039 7.739 13.604
Gas Volumetric Flow
rate; Actual (m3/s) 39.57 130.09 122.05 82.74
TPM Concentration
(mg/m3) 23.02 12.95 8.97 5.12
Oct
2006
TPM emission flow
rate; Actual (kg/hr) 3.279 6.065 3.941 1.525
Gas Volumetric Flow
rate; Actual (m3/s) 28.18 126.09 123.64 80.15
TPM Concentration
(mg/m3) 164.96 7.54 8.74 13.23
Apr
2007
TPM emission flow
rate; Actual (kg/hr) 16.735 3.423 3.890 3.817
AVERAGES 6.875 6.615 5.284 7.145 2.950
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Monitored daily, monthly, and yearly ground level dust deposition concentrations are
well within the Department of Environmental Affairs and Tourism’s Guidelines for air
emissions:
10/12/03 to 06/02/04 Sample
No.
Description / Position Concentration
(mg/m2/day)
Description
1 Eastern Border (fence) 139.20 Slight
2 Eastern Border (security gate) 201.24 Slight
3 Northern Border of plant 219.19 Slight
4 Western Border (substation) 98.72 Slight
5 South West of Plant (slag dumps) 298.97 Moderate
6 South of Plant (slag dumps) 729.20 Heavy
7 South of Plant (main gate) 300.11 Moderate
8 South West in Plant (slag dumps) 211.29
Slight
9 North in plant (fence) 1120.17 Heavy
10 East in Plant (Pelletising plant) 872.44 Heavy
11 Glenchee Trout Farm 8.72 Slight
12 DR J van Niekerk 19.20 Slight
13 H van der Westhuizen 11.19 Slight
14 Bella Vista Country Club 12.12 Slight
15 Leon Stoltz 12.97 Slight
16 P Coetzee 19.72 Slight
17 Oostewald van Niekerk 18.71 Slight
18 Hostel / Local community 17.63 Slight
Slight = <250 mg/m2/day; Moderate = 250-500 mg/m2/day;
Heavy = 500-1200 mg/m2/day; Very Heavy = >1200 mg/m2/day
7.11 NOISE
The noise levels associated with the existing works is monitored on an on-going basis by
an independent body, and the results report to the MDALA on a quarterly basis. No
additional noise is expected as a result of the proposed alternate production of FeMn.
The existing noise levels at the site can be described as slightly higher than the
recommended allowable norm (85dBA), but are typical for an industrial area, i.e.
between 70 and 100 dBA.
7.12 VISUAL IMPACT
The proposed project will be within the present infrastructure of the works and no
additional visual impact is expected.
7.13 ARCHAEOLOGY, HERITAGE & CULTURE
The site falls within an established industrial site. As the site has a long term industrial
history, evidence of any cultural and archaeological nature which may be present is
neither visible nor accessible. Due to the established nature of the site and its location
in an industrial area it is not expected that any places of archaeological or cultural
importance would occur on the site itself.
7.14 SOCIO-ECONOMIC ENVIRONMENT
Almost 30% of households in Mpumalanga are considered to be living in poverty and
70% of the population are considered poor. Literacy and education is also a problem,
while the unemployment rate is currently 33%. There has also been a decrease in life
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expectancy, probably due to HIV/AIDS, and is expected to decrease even further. In
general sanitation and potable water services are somewhat basic (Mpumalanga
SOER, 2003). Job creation is a direct positive impact on the socio-economic
environment. The proposed project will avoid Assmang to down-scale with resultant job
losses, and would lead to the creation of some employment opportunities during the
construction phase, upstream processes, downstream process and service provision
related to the industry.
7.15 MONITORING
A number of existing monitoring systems are in place, and would incorporate the
proposed project, which would be contained within the existing dirty water control
facility (as per the Integrated Water Management Plan), and is within the area at
present being monitored by the groundwater monitoring borehole system.
In addition to the water monitoring undertaken, the site is monitored for dust, noise, lux
(illumination) and air emissions. The preventions, monitoring and measuring programs in
place are part of the management systems implemented for the works. These include:
o Water Quality of all groundwater and surface water bodies including 22
boreholes, and the Leeuspruit and Elands River (Independent consultants);
o Biological Water Quality (Independent consultants);
o Air Quality – Air Pollution Liaison Committee of Mpumalanga;
o Waste Management – Separation program is in place;
o Noise Monitoring (Independent consultants).
In addition, the whole site is audited by the SABS on a biannual basis, and an
environmental complaints register is kept and actions recorded.
7.16 SUMMARY
The fact that the proposed project will occur within an existing industrial area, and
within the existing environmental management area, minimises environmental risks to a
large extent. Some initial environmental aspects have however been identified,
including:
o Handling & storage of manganese ore, product and slag – dust, surface water,
ground water, OHS;
o Air pollution control – emission level, capacity;
o Construction of briquetting plant – noise, dust, surface water, soil (temporary);
o Transition from chrome to manganese – clean-up of equipment, handling,
disposal; and
o Briquetting plant – dust, storage & handling, water.
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8.
ENVIRONMENTAL ASPECT & IMPACT REGISTER
Below is an initial assessment of environmental aspects and their associated impacts related to the proposed project. Differentiation is
made between significance of impact and priority for the m
anagement of an impact, which is determ
ined by impact significance, and
existence of applicable legislation.
PROJECT
ACTIVITY
ASPECT OF
PROJECT
ACTIVITY
IMPACT (S) OF
PROJECT
ASPECT
GEOGRAPHIC
EXTENT OF
IMPACT
DURATION OF
IMPACT
PROBABILITY
OF IMPACT
INTENSITY OF
IMPACT
SIGNIFICANCE
OF IMPACT (WITH AND WITHOUT
MITIGATION)
RELEVANT
LEGISLATION
PRIORITY OF
IMPACT
MANAGEMENT
MITIGATION/
OPTIMISATION
Low
Noise
Noise pollution
Site
Temporary
Definite
Low
Low
National Air
Quality
Management Act
of 2004.
Low
Noise during installation and
assembly of equipment, expected
to have no significant impact
outside of the site. People working
on-site will wear ear protection as
per Assmang Health and Safety
rules.
Low
Construction
waste
Contribution to
landfill
Locally
Perm
anent
Definite
Low
Low
Minimum
Requirements for
the Handling
Classification and
Disposal of
Hazardous Waste
Low
Construction waste produced
expected to be minimal.
Low
Construction
Installation waste
Contribution to
landfill
Locally
Perm
anent
Definite
low
Low
Minimum
Requirements for
the Handling
Classification and
Disposal of
Hazardous Waste
Low
Small amounts of steel and electric
cabling waste, and possible
packaging waste will be produced.
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PROJECT
ACTIVITY
ASPECT OF
PROJECT
ACTIVITY
IMPACT (S) OF
PROJECT
ASPECT
GEOGRAPHIC
EXTENT OF
IMPACT
DURATION OF
IMPACT
PROBABILITY
OF IMPACT
INTENSITY OF
IMPACT
SIGNIFICANCE
OF IMPACT (WITH AND WITHOUT
MITIGATION)
RELEVANT
LEGISLATION
PRIORITY OF
IMPACT
MANAGEMENT
MITIGATION/
OPTIMISATION
Low
Noise
Noise pollution
Site
Long Term
Definite
Low
Low
National Air Quality
Management Act of
2004.
Low
Noise generated as a result of
running m
achinery is expected to
have no significant impact outside
the site. People onsite will wear ear
protection as per Assmang’s Health
and Safety rules.
High
Gaseous and
particulate
emissions from
furnaces and
briquetting
Air pollution
Regional
Long term
Definite
Medium
Low
National
Environmental
Management Air
Quality Act: 2004
High
Air emissions will be treated via
bag-filter plants.
low
Other fugitive
emissions from
processing and
handling
Air pollution
Regional
Long term
Definite
Medium
Low
National
Environmental
Management Air
Quality Act: 2004
High
These emissions will be kept minimal
through m
anagement procedures.
Low
Groundwater
contamination
Water pollution
Local
Long term
Improbable
Low
Low
National Water Act of
1998;
Low
Provided that raw m
aterials and
waste are adequately stored,
handled and disposed of it is
unlikely that groundwater
contamination will result from the
proposed development
Medium
Effluent generation
Water pollution
Regional
Short term
Definite
Medium
Low
National Water Act of
1998
High
Water and solutions
generated/used in the process will
largely be recycled.
Medium
Job creation
Socio-economic
Locally
Long term
Definite
Medium
LO
W
Low
Operation
Use of raw m
aterials
and energy
Depletion of
natural resources
Regionally
Long term
Definite
Low
Low
Environmental
Conservation Act:
1989,
Low
Energy and raw m
aterial usage to
be monitored and managed to
ensure optimal usage
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PROJECT
ACTIVITY
ASPECT OF
PROJECT
ACTIVITY
IMPACT (S) OF
PROJECT
ASPECT
GEOGRAPHIC
EXTENT OF
IMPACT
DURATION OF
IMPACT
PROBABILITY
OF IMPACT
INTENSITY OF
IMPACT
SIGNIFICANCE
OF IMPACT (WITH AND WITHOUT
MITIGATION)
RELEVANT
LEGISLATION
PRIORITY OF
IMPACT
MANAGEMENT
MITIGATION/
OPTIMISATION
High
Operation
Handling and
disposal of
hazardous waste
Surface and
ground Water
pollution
Local
Long term
Definite
Low
Low
National Environmental
Management Act (Act
No. 107 of 1998).
Department of Water
Affairs and Forestry
Minimum Requirements
for the Handling,
Classification & Disposal
of Hazardous Waste.
High
Hazardous waste containing
manganese and other metals will be
generated by the process, Hazardous
waste to be classified and hazard
rated, handled and disposed of as
per the Minimum Requirements for
the Handling, Classification & Disposal
of Hazardous Waste.
DRAFT SCOPING REPORT
PROPOSED ALTERNATE FERROCHROME & FERROMANGANESE PRODUCTION – ASSMANG MACHADADORP
Environmental Science Associates Page 26
8.1 CONSTRUCTION IMPACT ASSESSMENT AND MITIGATION
8.1.1 NOISE
The generation of noise during installation of the proposed facilities is rated as low with
or without mitigation. The closest built up area to the proposed sites is Emthonjeni 2 km
north, and given that heavy industrial activities are undertaken on the site, it is highly
unlikely that noise from the construction of the proposed development will pose a
nuisance.
8.1.2 CONSTRUCTION WASTE
It is expected that minimal waste will be generated during the installation of the
proposed structures and equipment. Consequently, generation of construction waste is
rated as low with and without mitigation.
8.2 OPERATIONAL IMPACT ASSESSMENT AND MITIGATION
8.2.1 EMISSIONS TO AIR
Emissions to atmosphere will include:
o Particulate emissions
o Manganese containing particulate emissions
o Oxides of nitrogen
o Fugitive emission from material and waste handling and processing
8.2.2 GENERATION AND DISPOSAL OF HAZARDOUS WASTE
The following major waste streams will need to be considered in terms of handling,
storage, treatment, re-use and disposal options:
• Bag filter dusts (generated as a result of emissions abatement - this is recycled
back to the plant but need to be stored and handled),
• Manganese slag from - this waste stream needs to be stored, handled and
disposed)
These are potentially hazardous wastes due to the presence of manganese, presence
of trace amounts of other heavy metals, as well as the possible salts.
8.2.3 ENERGY AND RAW MATERIAL USAGE
The chief source of energy will be electricity. Various raw materials including water will
be fed into the process. Note that FeMn production is expected to use less energy and
other raw materials.
8.2.4 GROUNDWATER CONTAMINATION
No significant interaction with groundwater is anticipated provided that raw materials,
products and waste are handled and stored appropriately.
DRAFT SCOPING REPORT
PROPOSED ALTERNATE FERROCHROME & FERROMANGANESE PRODUCTION – ASSMANG MACHADADORP
Environmental Science Associates Page 27
8.2.5 EFFLUENT GENERATION AND MANAGEMENT
Process solutions will generally be reintroduced, to the process to improve extraction
and input material efficiencies. The briquetting system will require water replenishment
due to inherent losses.
Uncontaminated surface water approaching the site from upstream will be diverted
around the site to prevent contamination. Contaminated storm may water need to be
collected in storm water dams for testing before release. If the water is unacceptably
contaminated it may be to be treated before release or used as process water.
DRAFT SCOPING REPORT
PROPOSED ALTERNATE FERROCHROME & FERROMANGANESE PRODUCTION – ASSMANG MACHADADORP
Environmental Science Associates Page 28
9. WAY FORWARD
Comments received on this Draft Scoping Report will be communicated to MDALA at
the end of the comment period. Inputs received will be evaluated to further inform the
EIA Phase of the application for Environmental Authorisation as relevant.
Based on the independent evaluation and assessment of the proposed project during
the Scoping Phase by the Environmental Assessment Practitioner (see Appendix 4 for
CV), a Plan of Study for Environmental Impact Assessment (POSEIA) has been
developed. The POSEIA (refer to Appendix 5) includes the scope of further specialist
studies to be conducted, which would inform the accurate assessment and mitigation
of potential environmental impacts that may arise from the proposed project. This
would result in the compilation of a detailed EIA Report that would allow the
competent authority (MDALA) to make an informed decision regarding the
authorisation of the proposed project.
DRAFT SCOPING REPORT
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APPENDIX 1: APPLICATION FOR
AUTHORISATION FORM
DRAFT SCOPING REPORT
PROPOSED ALTERNATE FERROCHROME & FERROMANGANESE PRODUCTION – ASSMANG MACHADADORP
Environmental Science Associates
APPENDIX 2: PREVIOUS EXEMPTION
GRANTED BY MDALA (28/04/2006)
DRAFT SCOPING REPORT
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APPENDIX 3: PUBLIC PARTICIPATION
DOCUMENTATION
DRAFT SCOPING REPORT
PROPOSED ALTERNATE FERROCHROME & FERROMANGANESE PRODUCTION – ASSMANG MACHADADORP
Environmental Science Associates
APPENDIX 4: EAP CURRICULUM VITAE
DRAFT SCOPING REPORT
PROPOSED ALTERNATE FERROCHROME & FERROMANGANESE PRODUCTION – ASSMANG MACHADADORP
Environmental Science Associates
APPENDIX 5: PLAN OF STUDY FOR EIA