Waikato River & Hydro Lakes
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
New Zealand Gazette
No. 43 27 11AR1984 by __ . -----. SUPPLEMENT TO THE NEW ZEALAND GAZETTE OF THURSDAY, 15 MARCH 1984 Published by Authority WELLINGTON: WEDNESDAY, 21 MARCH 1984 Open Season for Game in Acclimatisation Districts North Island South Island and South Island Saturday, 28 April 1984: The number of game birds specified in the Second Schedule of this notification as the daily bag limit · PURSUANT to the Wildlife Act 1953, the Minister of Internal Affairs for the acclimatisation district in which the game is taken. declares an open season for game, in the acclimatisation districts, Sunday, 29 April 1984: Twice the number of game birds specified and subject to the conditions specified in the Second Schedule hereto, for Saturday, 28 April 1984. excepting the closed game areas published in the supplement to the Every subsequent day: The number of game birds specified in the New Zealand Gazette of 6 March 1980, and subject to any Second Schedule of this notification as the daily bag limit for amendments in any subsequent Gazette notice, and in this notice. the acclimatisation district in which the game is taken. The attention of sportsmen and others is drawn to the daily game possession limits set forth in the First Sc~ule hereto and to the A Waiver of Restrictions on Baiting, and Methods of Taking. and provisions of the Wildlife Act 1953 and the Wildlife Regulations Shooting of Game Not in Flight 1955. Baiting for Waterfowl PuRSUANT to section 17 of the Wildlife Act 1953, the Minister of FIRST SCHEDULE Internal Affairs approves persons to hunt or kill -
Strong Iwi Involvement in River Clean-Up Projects
DECEMBER 2018 A newsletter from the Strong iwi involvement in MESSAGE FROM river clean-up projects THE CE It has been a busy end of year for THE WAIKATO RIVER AUTHORITY HAS ANNOUNCED $6 MILLION FOR RIVER the WRA. We completed our 8th CLEAN-UP PROJECTS IN ITS JUST COMPLETED FUNDING ROUND, WITH MORE funding round and it was great to THAN A THIRD OF THESE PROJECTS BEING IWI LED. see projects successfully lifted from the Restoration Strategy Overall, a total of 38 projects have been The largest project to be funded this year that Environment Minister funded in 2018. is a continuation of the Waipā Catchment Parker launched earlier this year. Authority Co-chairs Hon John Luxton and Plan implementation which will involve Our advocacy for the Vision & Roger Pikia, say a feature of the funding working with approximately 70 farmers Strategy has been pursued across round has been a close alignment with the and landowners within identified priority a number of fora. We held our Restoration Strategy for the Waikato and catchments. The $1.6 million of funding AGM on the back of publishing Waipā rivers and the strong participation will work towards reducing sediment our 2017/18 Annual Report. We of River Iwi. levels going into the Waipā River and its have also received positive media tributaries. Sediment from the Waipā “In recent years there has been a clear coverage across several articles River is a major factor in reducing the trend for successful projects to reflect in as many weeks. One of these water quality in the lower Waikato River. -
Waikato River Adare Flood Hazard Report
The Adare Limited Company Limited Waikato River Adare Flood Hazard Report 17 May 2018 Prepared by Awa Environmental Limited for The Adare Company Limited The Adare Limited Company Limited Waikato River Adare Flood Hazard Report Project No. J000098 Document title Waikato River Adare Flood Hazard Report Document number 03 Version number 03 Date 17 May 2018 Project manager Craig Martell Author TonyTrueman Awa Environmental Limited 115 Tory Street, Te Aro, Wellington 6011, Phone:+64 04 455 0990 www.awa.kiwi Document History Version Date Description Author Reviewed 1 02/11/2017 Review TonyTrueman Craig Martell 2 29/03/2018 Preliminary Issue Tony Trueman Tony Trueman 3 17/05/2018 Review Tony Trueman Tony Trueman COPYRIGHT: The concepts and information contained in this document are the property of Awa Environmental Ltd. Use or copying of this document in whole or in part without the written permission of constitutes an infringement of copyright. iii The Adare Limited Company Limited Waikato River Adare Flood Hazard Report Contents Contents ................................................................................................................................................. iv 1 Introduction .................................................................................................................................... 1 2 1% AEP River Flooding Assessment ................................................................................................ 2 2.1 1% AEP Flood Hazard Extent .................................................................................................. -
Waikato Sports Facility Plan Reference Document 2 June 2014
Waikato Sports Facility Plan Reference Document JUNE 2014 INTERNAL DRAFT Information Document Reference Waikato Sports Facility Plan Authors Craig Jones, Gordon Cessford Sign off Version Internal Draft 4 Date 4th June 2014 Disclaimer: Information, data and general assumptions used in the compilation of this report have been obtained from sources believed to be reliable. Visitor Solutions Ltd has used this information in good faith and makes no warranties or representations, express or implied, concerning the accuracy or completeness of this information. Interested parties should perform their own investigations, analysis and projections on all issues prior to acting in any way with regard to this project. Waikato Sports Facility Plan Reference Document 2 June 2014 Waikato Sports Facility Plan Reference Document 3 June 2014 CONTENTS 1.0 Introduction 5 2.0 Our challenges 8 3.0 Our Choices for Maintaining the network 9 4.0 Key Principles 10 5.0 Decision Criteria, Facility Evaluation & Funding 12 6.0 Indoor Court Facilities 16 7.0 Aquatic Facilities 28 8.0 Hockey – Artifical Turfs 38 9.0 Tennis Court Facilities 44 10.0 Netball – Outdoor Courts 55 11.0 Playing Fields 64 12.0 Athletics Tracks 83 13.0 Equestrian Facilities 90 14.0 Bike Facilities 97 15.0 Squash Court Facilities 104 16.0 Gymsport facilities 113 17.0 Rowing Facilities 120 18.0 Club Room Facilities 127 19.0 Bowling Green Facilities 145 20.0 Golf Club Facilities 155 21.0 Recommendations & Priority Actions 165 Appendix 1 - School Facility Survey 166 Waikato Sports Facility Plan Reference Document 4 June 2014 1.0 INTRODUCTION Plan Purpose The purpose of the Waikato Facility Plan is to provide a high level strategic framework for regional sports facilities planning. -
Ages on Weathered Plio-Pleistocene Tephra Sequences, Western North Island, New Zealand
riwtioll: Lowe. D. ~.; TiP.I>CU. J. M.: Kamp. P. J. J.; Liddell, I. J.; Briggs, R. M.: Horrocks, 1. L. 2001. Ages 011 weathered Pho-~Je.stocene tephra sequences, western North Island. New Zealand. Ill: Juviglle. E.T.: Raina!. J·P. (Eds). '"Tephras: Chronology, Archaeology', CDERAD editeur, GoudeL us Dossiers de f'ArcMo-Logis I: 45-60. Ages on weathered Plio-Pleistocene tephra sequences, western North Island, New Zealand Ages de sequences de tephras Plio-Pleistocenes alteres, fie du Nord-Ouest, Nouvelle lelande David J. Lowe·, J, Mark Tippett!, Peter J. J, Kamp·, Ivan J. LiddeD·, Roger M. Briggs· & Joanna L. Horrocks· Abstract: using the zircon fISsion-track method, we have obtainedfive ages 011 members oftwo strongly-...-eathered. silicic, Pliocene·Pleislocelle tephra seql/ences, Ihe KOIIIUQ and Hamilton Ashformalions, in weslern North !sland, New Zealand. These are Ihe jirst numerical ages 10 be oblained directly on these deposils. Ofthe Kauroa Ash sequence, member KI (basal unit) was dated at 2,24 ± 0.19 Ma, confirming a previous age ofc. 1.25 Ma obtained (via tephrochronology)from KlAr ages on associatedbasalt lava. Members K1 and X3 gave indistinguishable ages between 1,68.±0,/1 and 1.43 ± 0./7 Ma. Member K11, a correlQlilV! ojOparau Tephra andprobably also Ongatiti Ignimbrite. was dated at 1.18:i: 0.11 Ma, consistent with an age of 1.23 ± 0.02 Ma obtained by various methodr on Ongaiiti Ignimbrite. Palaeomagnetic measurements indicated that members XI3 to XIJ (top unit, Waiterimu Ash) are aged between c. 1.2 Ma and O. 78 Mo. Possible sources of/he Kauroa Ash Formation include younger \!Oleanic centres in the sOllthern Coromandel Volcanic Zone orolder volcanic cenlres in the Taupo Volcanic Zone, or both. -
Waikato District Council
WAIKATO DISTRICT COUNCIL Report and Decisions of the Waikato District Plan Hearings Panel REPORT 2 Ohinewai Rezoning 24 May 2021 Commissioners Dr Phil Mitchell (Chair) Mr Paul Cooney (Deputy Chair) Mr Dynes Fulton Mr Weo Maag Page | 1 Decision Report 2: Ohinewai Rezoning Report and Decisions of the Waikato District Plan Hearings Panel Page | 2 Decision Report 2: Ohinewai Rezoning Report and Decisions of the Waikato District Plan Hearings Panel TABLE OF CONTENTS 1 Introduction ................................................................................................................................... 5 2 The APL submission ...................................................................................................................... 9 3 Statutory and planning framework ............................................................................................ 15 4 Site suitability and physical characteristics ............................................................................... 18 5 Three Waters Infrastructure ...................................................................................................... 20 6 Natural hazards ........................................................................................................................... 24 7 Transport and traffic ................................................................................................................... 26 8 Economic effects ......................................................................................................................... -
Geothermal Power Development in New Zealand - Lessons for Japan
Geothermal Power Development in New Zealand - Lessons for Japan - Research Report Emi Mizuno, Ph.D. Senior Researcher Japan Renewable Energy Foundation February 2013 Geothermal Power Development in New Zealand – Lessons for Japan 2-18-3 Higashi-shimbashi Minato-ku, Tokyo, Japan, 105-0021 Phone: +81-3-6895-1020, FAX: +81-3-6895-1021 http://jref.or.jp An opinion shown in this report is an opinion of the person in charge and is not necessarily agreeing with the opinion of the Japan Renewable Energy Foundation. Copyright ©2013 Japan Renewable Energy Foundation.All rights reserved. The copyright of this report belongs to the Japan Renewable Energy Foundation. An unauthorized duplication, reproduction, and diversion are prohibited in any purpose regardless of electronic or mechanical method. 1 Copyright ©2013 Japan Renewable Energy Foundation.All rights reserved. Geothermal Power Development in New Zealand – Lessons for Japan Table of Contents Acknowledgements 4 Executive Summary 5 1. Introduction 8 2. Geothermal Resources and Geothermal Power Development in New Zealand 9 1) Geothermal Resources in New Zealand 9 2) Geothermal Power Generation in New Zealand 11 3) Section Summary 12 3. Policy and Institutional Framework for Geothermal Development in New Zealand 13 1) National Framework for Geothermal Power Development 13 2) Regional Framework and Process 15 3) New National Resource Consent Framework and Process for Proposals of National Significance 18 4) Section Summary 21 4. Environmental Problems and Policy Approaches 22 1) Historical Environmental Issues in the Taupo Volcanic Zone 22 2) Policy Changes, Current Environmental and Management Issues, and Policy Approaches 23 3) Section Summary 32 5. -
GNS Science Consultancy Report 2013/155
DISCLAIMER This report has been prepared by the Institute of Geological and Nuclear Sciences Limited (GNS Science) exclusively for and under contract to Bay of Plenty Regional Council. Unless otherwise agreed in writing by GNS Science, GNS Science accepts no responsibility for any use of, or reliance on any contents of this Report by any person other than Bay of Plenty Regional Council and shall not be liable to any person other than Bay of Plenty Regional Council, on any ground, for any loss, damage or expense arising from such use or reliance. The data presented in this Report are available to GNS Science for other use from January 2015. BIBLIOGRAPHIC REFERENCE Tschritter, C.; White, P. 2014. Three-dimensional geological model of the greater Lake Tarawera catchment. GNS Science Consultancy Report 2013/155. 42 p. Project number 631W1026 Confidential 2013 CONTENTS EXECUTIVE SUMMARY ....................................................................................................... III 1.0 INTRODUCTION ........................................................................................................ 1 2.0 REVIEW OF GEOLOGY AND HHYDROGEOLOGY IN THE GREATER LAKE TARAWERA CATCHMENT ............................................................................. 2 2.1 History and Structure ..................................................................................................... 2 2.2 Major Geological Units in the Study Area ..................................................................... 2 2.2.1 Okataina Rhyolites .......................................................................................... -
The Centre for Building Performance Research and the School Of
LINZEY | Making a Place: Mangakino 1946-62 | AHA: Architectural History Aotearoa (2008) vol 5:65-71 Making a Place: Mangakino 1946-62 Kate Linzey, Interior Design, Weltec, Wellington ABSTRACT: In between Whakamaru (1949-56) and Maraetai (1946-53) dams, on the Waikato River, sits Mangakino. Planned and built from c1948 to 1951, by the Town Planning section of the Ministry of Works, the civic centre was to provide housing and services for the work force on the Maraetai scheme. The architectural design of these dams has previously been discussed as the work of émigré architect, Fredrick Neumann/Newman (Leach), and the town, as that of Ernst Plischke (Lloyd-Jenkins, Sarnitz). In 1949 the plan for Mangakino was published, alongside the plan for Upper Hutt, in the February-March edition of the Design Review. As two "rapidly growing towns," Upper Hutt and Mangakino are briefly reviewed in the context of two essays ("Who wants community centres?" and "Community Centres" by HCD Somerset), an outline of the curriculum of the new School of Architecture and Town Planning, run by the Architectural Centre, and notification of the 1948 Town Planning Amendment Act. As published in the Design Review, the plan of Mangakino includes a church in the south west, with the sporting facilities to the north and Rangatira Drive flanking a shopping strip on the east. The church sits in a field of grass, isolated and apparently serene. In the drawing published in the monograph Ernst Plischke, however, this building has been cropped off. Focusing on the case of Mangakino, this essay will review the discourse of town planning for secular and religious communities in the late 1940s. -
Keep Calm and Kayak On! Sarah Holmes and Emma Millen Started at Lake Taupo and Paddled to the Very End of the Waikato River at Port Waikato
Keep Calm and Kayak On! Sarah Holmes and Emma Millen started at Lake Taupo and paddled to the very end of the Waikato River at Port Waikato. “They said it couldn’t be done, but we knew we could do it. We knew were those that doubted it could be done (including the author of this we had the fitness, skills and above all determination on our side to article!) At approximately 425 kilometres this was certainly a challenge, make it happen, but more than that we chose to do it as we couldn’t find but mid morning on Boxing Day 2012, as most people were recovering any record of anyone completing the challenge – let alone two females from Christmas Day and wondering how many alternative meals they - in six days.” could make out of a turkey, the girls slipped quietly onto the lake and These are the motivational words of two Auckland women who had paddled to the centre in their white water boats . Avoiding a Cessna 206 originally made a pledge to kayak the mighty Waikato, New Zealand’s float plane as it skimmed across the water on landing was to set the longest river, in ten days. Sarah Holmes and Emma Millen would start scene in an unexpected fashion, typically the duo saw the funny side as close to the source as possible at Lake Taupo and paddle to the very and ploughed on regardless – Keep Calm and Kayak On! end, where crystal-clear, fresh water becomes the salty expanse of the The first stage to conquer was the initial rapids section to Reid’s Farm Tasman Sea at Port Waikato. -
Cumulative Impacts Assessment Along the Waikato
http://waikato.researchgateway.ac.nz/ Research Commons at the University of Waikato Copyright Statement: The digital copy of this thesis is protected by the Copyright Act 1994 (New Zealand). The thesis may be consulted by you, provided you comply with the provisions of the Act and the following conditions of use: Any use you make of these documents or images must be for research or private study purposes only, and you may not make them available to any other person. Authors control the copyright of their thesis. You will recognise the author’s right to be identified as the author of the thesis, and due acknowledgement will be made to the author where appropriate. You will obtain the author’s permission before publishing any material from the thesis. Responses of wild freshwater fish to anthropogenic stressors in the Waikato River of New Zealand A thesis submitted in partial fulfilment of the requirements for the degree of Doctor of Philosophy at The University of Waikato by David W. West Department of Biological Sciences The University of Waikato Hamilton, New Zealand 2007 Abstract To assess anthropogenic impacts of point-source and diffuse discharges on fish populations of the Waikato River, compare responses to different discharges and identify potential sentinel fish species, we sampled wild populations of brown bullhead catfish (Ameiurus nebulosus, (LeSueur, 1819)), shortfin eel (Anguilla australis Richardson, 1848), and common bully (Gobiomorphus cotidianus McDowall, 1975) in the Waikato River. Sites upstream and downstream of: geothermal; bleached kraft mill effluent (BKME); sewage and thermal point-source discharges were sampled. At each site, the population parameters, relative abundance, age structure and individual indices such as: condition factor; and organ (gonad, liver, and spleen) somatic weight ratios; and number and size of follicles per female were assessed. -
Mathematical Modelling of Wairakei Geothermal Field
ANZIAM J. 50(2009), 426–434 doi:10.1017/S1446181109000212 MATHEMATICAL MODELLING OF WAIRAKEI GEOTHERMAL FIELD MALCOLM A. GRANT1 (Received 1 November, 2008; revised 22 April, 2009) Abstract Mathematical modelling of Wairakei geothermal field is reviewed, both lumped- parameter and distributed-parameter models. In both cases it is found that reliable predictions require five to ten years of history for calibration. With such calibration distributed-parameter models are now used for field management. A prudent model of Wairakei, constructed without such historical data, would underestimate field capacity and provide only general projections of the type of changes in surface activity and subsidence. 2000 Mathematics subject classification: primary 86A99. Keywords and phrases: geothermal, reservoir modelling, Wairakei, review. 1. Introduction Wairakei geothermal field is located in the North Island of New Zealand, in the Taupo Volcanic Zone. In the late 1940s there was one geothermal field developed for electrical generation in the world, Laraderello in Italy. This example, and a looming electricity shortage, led to the decision to develop Wairakei for power generation. The first drilling showed a field markedly different from Larderello, as it was full of hot water rather than the expected steam. The subsequent development had a large element of exploration, and there was a significant scientific effort to understand the physical nature of the field. The power station was built by 1958, but research continued thereafter, and to the present day. Part of this effort was mathematical modelling. As pressures drew down with exploitation, it was discovered that the drawdown at depth was extremely uniform across the entire field, so that a single pressure history described this drawdown.