Mount Peake Project
Notice of Intent - Mount Peake; Statement of Reasons - Mount Peake; Terms of Reference for the preparation of an EIS - Mount Peake; Notice of Intent variation - Mount Peake; Draft EIS - Mount Peake; Addendum to Draft EIS - Mount Peake; Supplement to Draft EIS - Mount Peake
GHD Pty Ltd; Animal Plant Mineral Pty Ltd; Australian Museum Consulting
Northern Territory Environment Protection Authority
E-Publications; E-Books; PublicationNT
2013-06-01
TNG Ltd, under wholly owned subsidiary Enigma Mining Limited, is proposing to develop and operate the Mt Peake Project, a polymetallic (titanium, vanadium, iron) mine, located approximately 235 km north-northwest of Alice Springs in the Northern Territory (NT). GHD Pty Ltd (GHD) has been engaged by TNG to prepare the NOI and to progress environmental baseline studies and any approvals documentation for the Project.
Made available via the Publications (Legal Deposit) Act 2004 (NT).
Mount Peake Project Notice of Intent - NOI June 2013 -- Mount Peake Statement of Reasons - SOR November 2013 -- Mount Peake Terms of Reference for the preparation of an EIS - TOR March 2013 -- Mount Peake Notice of Intent variation - NOI Variation March 2015 -- Mount Peake Project Draft EIS Vol. 1 - Draft EIS February 2016 -- Assessment Report 85 -- Mount Peake Project Draft EIS Vol. 2 Appendices A - K Draft -- Mount Peake Project Draft EIS Vol. 3 Appendix L-O - Draft -- Mount Peake Project Addendum to Draft EIS Appendix 1-10 -- Mount Peake Project Supplement to Draft EIS - April 2017 -- Mount Peake Project Addendum to the Draft EIS - November 2017
English
Environmental impact statement; Environmental assessment; Iron mines and mining; Environmental aspects
TNG Limited
Subiaco
Volumes : colour illustrations, colour maps ; 30 cm.
application/pdf
Copyright
TNG Limited
https://www.legislation.gov.au/Details/C2019C00042
https://www.tngltd.com.au/project/mount-peake-v-ti-fe/ [Mount Peake V Ti Fe - TNG Limited]; https://hdl.handle.net/10070/396300 [Mount Peake Project Notice of Intent - NOI June 2013]; https://hdl.handle.net/10070/396301 [Mount Peake Statement of Reasons - SOR November 2013]; https://hdl.handle.net/10070/396303 [Mount Peake Terms of Reference for the preparation of an EIS - TOR March 2013]; https://hdl.handle.net/10070/396305 [Mount Peake Notice of Intent variation - NOI Variation March 2015]; https://hdl.handle.net/10070/396307 [Mount Peake Project Draft EIS Vol. 1 - Draft EIS February 2016]; https://hdl.handle.net/10070/396309 [Mount Peake Project Draft EIS Vol. 2 Appendices A - K Draft]; https://hdl.handle.net/10070/396311 [Mount Peake Project Draft EIS Vol. 3 Appendix L-O - Draft]; https://hdl.handle.net/10070/396314 [Mount Peake Project Supplement to Draft EIS - April 2017]; https://hdl.handle.net/10070/396315 [Mount Peake Project Addendum to the Draft EIS - November 2017]; https://hdl.handle.net/10070/396317 [Mount Peake Project Addendum to Draft EIS Appendix 1-10]; https://hdl.handle.net/10070/396319 [Assessment Report 85]
https://hdl.handle.net/10070/294504
https://hdl.handle.net/10070/396317
https://hdl.handle.net/10070/396300; https://hdl.handle.net/10070/396301; https://hdl.handle.net/10070/396303; https://hdl.handle.net/10070/396305; https://hdl.handle.net/10070/396307; https://hdl.handle.net/10070/396309; https://hdl.handle.net/10070/396311; https://hdl.handle.net/10070/396314; https://hdl.handle.net/10070/396315; https://hdl.handle.net/10070/396319
4 | GHD | Report for TNG Limited - Mount Peake Project, 61/29057 Figure 2-1 Waste and ore volumes for each year of mining 2.5 Potential implication of sodic material A soil may be considered sodic when sodium concentrations begin to affect soil structure (generally recognised in Australia when ESP >6 %; strongly sodic soils have ESPs of >15 (Isbell 1996). When sodic soils become wet (as sodium is a monovalent cation as compared with the bivalent cations magnesium and calcium), the bonds weaken and the soils can become dispersive or slake. Therefore, a high level of exchangeable sodium is not desirable in soils for mine rehabilitation, as it can lead to dispersion, tunnel erosion and surface crusting with individual clay particles going into suspension potentially leading to decreased surface water quality (Charman and Murphy, 2000). Secondary consequences include surface hard-setting as soil structure breaks down, with decreased infiltration leading to difficulties in establishing vegetation and, therefore, ongoing erosion from bare surfaces. Management options for material that are identified as dispersive are presented in Section 4.3.