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Moss Vale (Inc) to Unanderra (Exc) OGW-30-28
Division / Business Unit: Safety, Engineering & Technology Function: Operations Document Type: Guideline Network Information Book Main South A Berrima Junction (inc) to Harden (exc) & Moss Vale (inc) to Unanderra (exc) OGW-30-28 Applicability Interstate Network Publication Requirement Internal / External Primary Source Local Appendices South Volume 2 & 3 Route Access Standard – Defined Interstate Network Section Pages D51 & D52 Document Status Version # Date Reviewed Prepared by Reviewed by Endorsed Approved 2.5 3 Sep 2021 Configuration Configuration Acting Standards Acting GM Technical Management Manager Manager Standards Administrator Amendment Record Amendment Date Clause Description of Amendment Version # Reviewed 1.0 12 Sep 16 Initial issue 2.0 8 Sep 17 Various General information sections covering Train Control Centres, Level Crossings, Ruling Grades and Wayside Equipment updated. Exeter © Australian Rail Track Corporation Limited (ARTC) Disclaimer This document has been prepared by ARTC for internal use and may not be relied on by any other party without ARTC’s prior written consent. Use of this document shall be subject to the terms of the relevant contract with ARTC. ARTC and its employees shall have no liability to unauthorised users of the information for any loss, damage, cost or expense incurred or arising by reason of an unauthorised user using or relying upon the information in this document, whether caused by error, negligence, omission or misrepresentation in this document. This document is uncontrolled when printed. Authorised users of this document should visit ARTC’s intranet or extranet (www.artc.com.au) to access the latest version of this document. CONFIDENTIAL Page 1 of 106 Main South A OGW-30-28 Table of Contents wayside equipment text updated. -
LEGISLATIVE COUNCIL Question on Notice
LEGISLATIVE COUNCIL Question On Notice Thursday, 13 February 2020 2799. Hon Robin Chappie to the Minister for Re ional Development representing the Minister for Water I refer to the issue of water consumption in the Pilbara, and I ask: (a) for each mine in the Pilbara, by company and location, and for the most recently completed reporting year, would the Minister please table: (i) the licensed water abstraction amounts, inclusive of mine dewatering; (ii) the licensed aquifer reinjection rates; (iii) the actual e traction rates; and (i ) the actual reinjection rates; (b) what is the total water consumption of the Pilbara region, inclusive of mine dewatering but exclusive of aquifer reinjection and residential consumption; (c) split out by year and dating back to the beginning of the 2010 reporting year, what is the total amount the Water Corporation has earned in fixed and variable use water charges and rates from industrial and mining companies, exclusi e of residential customers; (d) which mines in the Pilbara have aquifer reinjection schemes in operation; and (e) for each ine with an aquifer reinjection scheme in operation, can the Minister please outline how each of these schemes work, as split out by operation, describing: (i) the nature of each scheme itself (i.e. the model used); (ii) the name of the aquifer being recharged by each scheme; and (iii) the name of the formation within each aquifer that is being recharged? Answer (a) (i) Yes [See tabled paper no.] (ii) Mines that have licensed aquifer reinjection schemes, with current -
Welcome to Cloudbreak
Welcome to Cloudbreak This booklet provides you with the information needed to help make your stay at Cloudbreak more pleasant. Please take the time to read through the information before arriving on site. FEBRUARY 2009 Table of Contents Welcome Message ........................................................................................... 1 Foreword ..................................................................................................... 1 PART ONE: Before you depart ......................................................................... 2 The Pilbara ....................................................................................................... 3 Fortescue Metals Group Limited ...................................................................... 3 Cloudbreak....................................................................................................... 3 Packed and ready to go .................................................................................... 4 At the departure lounge ............................................................................... 4 Parking at Perth Airport ............................................................................... 5 Staying in touch ............................................................................................... 5 On Arrival ......................................................................................................... 5 At the Airstrip .............................................................................................. -
Sydney – Ivanhoe & Albury (SIA)
Sydney – Ivanhoe & Albury (SIA) Config 14 & NSW Super Possession Stage 1 - Chullora Jctn to Enfield West Stage 2 - Enfield West to Glenlee Stage 3 - Glenlee to Berrima Jctn Stage 4 - Berrima Jctn to Moss Vale Stage 5 - Moss Vale to Goulburn Stage 6 - Goulburn to Yass Jctn Stage 7 - Yass Jctn to Junee Stage 8 - Junee to Albury Stage 9 - Cootamundra to Stockinbingal Stage10 - Stockinbingal to Goobang Jctn Stage 1 – 3, 2230hrs Friday 4th Sept – 0200 Monday 7th Sept Stage 4, 0400hrs Saturday 4th Sept – 0200 Monday 7th Sept Stage 5, 2230hrs Friday 4th Sept – 0200 Monday 7th Sept Stage 6 -10, 0600hrs Saturday 5th Sept – 180hrs Monday 7th Sept CONTENTS • Possession Contacts • COVID–19 Declaration • Train Alteration Advice • ARTC Network Rules & Procedures • PPE Requirements • Drug & Alcohol • Communication • Safety • Environmental Management 2 POSSESSION CONTACTS CONFIG 14 CHULLORA JCTN – MOSS VALE 3 POSSESSION CONTACTS MOSS VALE - ALBURY Position Shift Name Phone number Possession Manager (PM) 0600 - 1800 Warren Williams 0438 672 296 Logistics Coordinator 0600 - 1800 Deane Thrower 0477 385 470 Possession Administrator (PA) 0600 - 1800 Michael Gordon 0428 562 906 Work as Executed [email protected] NSW Super Possession PPO’s Moss Vale - Albury PPO (Day) Stage 4,5,6 0600 - 1800 Paul Mangion 0428 341 167 PPO (Night) Stage 4,5,6 1800 - 0600 Tony Bush 0458 092 124 PPO (Day) Stage 7 0600 - 1800 Chris Sternbaur 0497 621 507 PPO (Night) Stage 7 1800 - 0600 Stephen Boyle 0408 864 565 PPO (Day) Stage 8,9,10 0600 - 1800 Craig Diesel 0401 272 818 PPO (Night) Stage 8,9,10 1800 - 0600 Barry Llewellyn 0428 592 661 4 2020 NSW Super Possession COVID-19 COVID-19 Declaration Record DECLARATION ARTC has implemented a COVID-19 declaration form to help manage the safety of our communities, staff and contractors during the current pandemic. -
Track Centre Guidance – Double Stack Corridors V3.1 Clarification – Inland Rail Clearance Reference Profiles
TO Network Wide FROM Corporate Services & Safety, General Manager Technical Standards DATE 19 February 2020 SUBJECT Track and Civil Code of Practice – Section 7 Clearances – Technical Note ETD-07-01 TITLE Technical Note - Track Centre Guidance – Double Stack Corridors v3.1 Clarification – Inland Rail Clearance Reference Profiles For all greenfield sites the design references profile shall be Plate F which will encompass all other current ARTC reference profiles. For existing corridor works the objective will be to meet the clearance requirements for the following rollingstock outlines. • Plate D • Plate H • Plate F2 The combination of these templates are colloquially referred to as F2M (F2 Modified), however due to the variations in cross-section dimensions, lengths and bogie pivot positions no single template will apply to all possible track alignments (in curvature and cross-level). Clearances must be designed for the most adverse swept path from the reference plates, in each location. 1.0 References ARTC CoP Section 7 Clearances ARTC 2011 Clearance Policy V3 2.0 Reference Profiles ARTC Code of Practice Section 7 Clearances • Fig 7.5 Rollingstock Outline D (also Appendix E) • Fig 7.7 Rollingstock Outline F • Fig 7.17 Structure Outline for Plate F; Tangent track • Fig 7.18 Structure Outline for Plate F; Curves > 300m Rad • Fig 7.19 Structure Outline for Plate F; Curves < 300m Rad • Appendix C Rollingstock Outline F2 • Appendix D Rollingstock Outline H 3.0 Background Inland Rail will be designed for Plate F double stack operations. The existing tracks clearances were constructed for historic single stack profiles so clearances will need to be redesigned. -
Working Together. Delivering Results. ABN 57 002 594 872 I 2015 Annual Report the YEAR at a GLANCE
Working together. Delivering results. ABN 57 002 594 872 I 2015 Annual Report THE YEAR AT A GLANCE SAFETY Operating cost Total Recordable 5.1 Injury Frequency Rate (TRIFR) 21% 165.4 Revenue million tonnes shipped for FY15 US$8.6 13% billion Aboriginal employment achieved Fifth berth at Herb Elliott Port Commissioned March 2015 Fortescue River A$ Gas Pipeline 1.8 billion construction completed Contracts to Aboriginal companies and JVs 17.3 2.4 billion tonnes Ore Reserves Mineral Resources ABOUT FORTESCUE Overview 3 Fortescue Metals Group is a global leader in the iron ore industry, recognised for its culture, innovation and industry-leading development of world class infrastructure and mining assets in the Pilbara, Western Australia. Since it was founded in 2003, Fortescue has discovered and developed significant iron ore deposits and constructed some Operating and Financial Review 19 of the largest mines in the world. The Chichester Hub, which includes the Cloudbreak and Christmas Creek mines, is located in the Chichester Ranges, and produces more than 90 million tonnes per annum (mtpa) of iron ore and an additional six mtpa from Fortescue’s joint venture with BC Iron. The Solomon Hub is located in the Hamersley Ranges, and includes Reserves and Resources 33 the Firetail and Kings Valley mines which produce in excess of 70 mtpa. Fortescue has constructed world class facilities at its five berth Herb Elliott Port in Port Hedland, and operates the fastest, heavy haul railway in the world with up to 42 tonne axle load capacity over 620km of track, including 12 bridges. -
Tng 71 Spring 1976
.•. ' NARROW GAUGE RAILWAY SOCIETY NARROW GAUGE RAILWAY SOCIETY (FOUNDED 1951) HON. MEMBERSHIP SECRETARY: Ralph Martin, 27 Oakenbank Crescent, Huddersfield, Yorks. HD5 8LQ. EDITOR: Andrew Neale, 7 Vinery Road, Leeds LS4 2LB, Yorkshire. LAYOUT & ASSISTANT EDITOR: Ron Redman. EDITORIAL Judging from the large numbers of letters from members, issue number 70 seems to have been well received, and I am most grateful to all those of you who took the trouble to write, particularly those who either sent or offered articles and photographs. We are gradually building up a stock of articles, but as mentioned before, the provision of suitable illustrations for these articles is still something of a problem and I will be most pleased to hear from anyone who can offer any good, sharp, black and white pictures of any aspect of the narrow gauge. It is a great pleasure to be able to include in this issue an article from one of our Australian members while two other illustrations in this issue have come from contributors in America and East Germany. I very much hope this will be the start of a trend and I will be receiving many more contributions from those of you living overseas who have access to much material denied to us in Britain. · From the next issue I hope to use this page to comment on various aspects of the narrow gauge scene (but NOT internal Society affairs) and will always be pleased to receive your views for possible inclusion in our correspondence pages. Cover: E. P. C. Co. No. 2 Back home in Port Elizabeth in 1971 (Ron Redman) WELL, WE'RE ALMOST ON TIME ... -
Integrated Rail Network Closure Plan
Report Integrated Rail Network Closure Plan Long Term Mine Planning 7 June 2018 R-PL-EN-0041 Rev 0 CLOSURE GUIDELINE CHECKLIST Report This closure plan addresses the progressive rehabilitation and closure of rail infrastructure projects associated with the Railway and Port (The Pilbara Infrastructure Pty Ltd) Agreement Act 2004. In the absence of regulatory guidelines for inland infrastructure projects, this closure plan follows the report structure described within the Guidelines for Preparing Mine Closure Plans May 2015 published by the Government of Western Australia Department of Mines and Petroleum (now the Department of Mines, Industry Regulation and Safety) and Environmental Protection Authority. The closure of mining operations, including quarries, is not within the scope of this closure plan. Closure Plan (CP) checklist Y/N Page Comments 1 Has the Checklist been endorsed by a senior Y 2 Report has been endorsed using representative within the tenement holder/operating standard Fortescue processes. company? Public Availability 2 Are you aware that from 2015 all CPs will be made N/A This report is not subject to mine closure publicly available? conditions under the Mining Act. 3 Is there any information in the CP that should not be N publicly available? 4 If “Yes” to Q3, has confidential information been N/A submitted in a separate document/section? Cover Page, Table of Contents 5 Does the CP cover page include: Y 1 This report is provided for information • Project Title only. • Company Name • Contact Details (including telephone numbers and email addresses) • Document ID and version number • Date of submission (needs to match the date of this checklist) Scope and Purpose 6 State why the CP is submitted Y 11 This plan has been provided to support the Eliwana Rail Project Public Environmental Review. -
Drivers Route Knowledge Diagrams Appendices
DRIVERS ROUTE KNOWLEDGE DIAGRAMS APPENDICES TERMINATION POINTS Effective Date: September 2021 POINTS OF NO RETURN Version: 4.18 SIDING LENGTHS Explanatory Notes: LOCATION OF Navigate to your area of interest via the station index EMERGENCY CROSSOVERS or by using links created in Adobe bookmarks. METHODS OF WORKING This document is approved for route knowledge only. STATION TIMES Do not use these diagrams for any safety related purpose without validating the information against a SIGNAL BOXES controlled source or in the field. Information in these diagrams is uncontrolled. LEGEND Please report any updates to [email protected] Copyright: Sydney Trains Ownership: Geospatial Services Location: TRIM Record No.D2015/589 TERMINATION POINTS ( UNDER NORMAL WORKING CONDITIONS ) 01 FROM TERMINATE AT THEN GO TO MAP REFERENCE ASHFIELD No. 4 PLATFORM THEN RETURN ON THE UP LOCAL LINE DOWN TRAINS No. 5 PLATFORM SHUNT FORWARD CLEAR OF SIGNAL ST 76 AND RETURN TO PLATFORM No. 4 MAIN SOUTH 08 / 09 UP TRAINS No. 3 PLATFORM SHUNT FORWARD BEHIND SIGNAL ST 56 AND RETURN VIA 520 POINTS TO No. 4 PLATFORM BANKSTOWN UP BANKSTOWN RETURN TO DOWN BANKSTOWN LINE VIA THE LOOP LINE OR No. 1 PLATFORM MAIN SHUNT FORWARD AND THEN RETURN TO No. 2 PLATFORM BANKSTOWN LINE 10 /11 DOWN No. 2 RETURN TO THE UP VIA 360 CROSSOVER OR BANKSTOWN PLATFORM SHUNT FORWARD INTO THE LOOP LINE AND THEN RETURN TO No. 1 PLATFORM MAIN BERALA UP MAIN TRAINS No. 1 PLATFORM SHUNT TO LIDCOMBE LOOP THEN RETURN ON DOWN MAIN MAIN SOUTH 15 / 16 BEROWRA DOWN LINE No. -
Notes on Construction of Great Western Leads (Turnouts)
Notes on construction of Great Western leads (turnouts) (Further details available from www.scalefour.org/downloads/downloads.html) Introduction It is not widely appreciated that semi-curved switches came into use on the Great Western only in the early 1930’s and were used only for new construction. The older loose-heeled switches remained in use into BR times. In fact a very large part of the GWR was only using loose-heeled switches throughout the life of the company. Indeed the whole of Brent on the South Devon line were loose-heeled except the turnout from the up refuge siding which was altered in 1937 when a B8 was installed. Mike Longridge’s photographs taken of Brent in May 1947 prove the point admirably. Two further matters. The Great Western only used loose-heeled switches on compounds, that is single and double slips. The Great Western regularly ran the turnout curve through the crossing and out on the turnout road, thus not all crossings were straight on straight. Sadly Great Western layouts in general are not correctly modelled and one can only hope that David J. Smith’s book GWR Switch and Crossing Practice published by the Great Western Study Group, together with these instructions and the associated etches will help put that right. Loose-heeled switches are a little more difficult to assemble than the typical semi-curved B or C switches provided by the two kit manufacturers and built by most modellers. Unfortunately for the Great Western modellers these semi-curved B & C switches are also wrong as all Great Western switches had a ⅜” joggle, usually 6” long, at the toe with a set at the end of the planing to restore the run of the rail. -
17 August 2018 the Companies Officer Australian Securities
17 August 2018 The Companies Officer Australian Securities Exchange Ltd Level 40, Central Park 152-158 St Georges Terrace Perth WA 6000 Dear Madam or Sir Fortescue Ore Reserves and Mineral Resources Update: Operating Properties Fortescue Metals Group (ASX:FMG, Fortescue) presents the Ore Reserves and Mineral Resources statement for its Hematite and Magnetite properties at 30 June 2018. Ore Reserves and Mineral Resources are reported in accordance with the Australasian Code for Reporting of Exploration Results, Mineral Resources and Ore Reserves, December 2012 (the JORC Code) as required by the Australian Securities Exchange. The annual summary will be included in Fortescue’s 2018 Annual Report and should be read in conjunction with the enclosed supporting technical information (Attachment 1 – Hematite Ore Reserve and Mineral Resources Report and Attachment 2 – Magnetite Ore Reserve and Mineral Resources Report). Hematite Ore Reserve and Mineral Resource – Operating Properties Reporting 30 June 2018 30 June 2017 Basis Million tonnes Fe% Million tonnes Fe% Ore Reserves (Dry Product) 2,250 57.4 2,191 57.2 Mineral Resources (Dry In-Situ) 6,122 56.4 5,279 56.0 Operating properties include the Chichester and Solomon Hubs as well as the Eliwana deposit (part of the Western Hub) following its transfer from development properties. The maiden reserve for Eliwana is at a 60.1 per cent iron grade. Ore deposit types include Bedded Iron (BID), Channel Iron (CID) and Detrital Iron (DID) mineralisation. The Iron Bridge Magnetite project is unchanged from the 2017 release, with the feasibility study continuing with a focus on optimising the commercialisation of mining, processing and infrastructure. -
Ecohydrological Conceptualisation of the Fortescue Marsh Region
REPORT Ecohydrological Conceptualisation of the Fortescue Marsh Region Prepared for BHP Billiton Iron Ore September 2015 This report has been prepared solely for the purposes of informing environmental impact assessment pursuant to the Environmental Protection Act 1986 (WA) and Environment Protection and Biodiversity Conservation Act 1999 (Cth) and is not intended for use for any other purpose. No representation or warranty is given that project development associated with any or all of the disturbance indicated in this report will actually proceed. As project development is dependent upon future events , the outcome of which is uncertain and cannot be assured, actual development may vary materially from this report. Ecohydrological Conceptualisation of the Fortescue Marsh Region This document has been prepared for the benefit of BHP Billiton Iron Ore. No liability is accepted by this company or any employee or sub-consultant of this company with respect to its use by any other person. This disclaimer shall apply notwithstanding that the report may be made available to other persons for an application for permission or approval to fulfil a legal requirement. QUALITY STATEMENT PROJECT MANAGER PROJECT TECHNICAL LEAD Tracy Schwinkowski Milo Simonic PREPARED BY Milo Simonic ………………………………............... 02/09/2015… CHECKED BY Johan van Rensburg ………………………………............... 02/09/2015… REVIEWED BY Gary Clark ………………………………............... 02/09/2015… APPROVED FOR ISSUE BY Milo Simonic ………………………………............... 02/09/2015… PERTH 41 Bishop Street,