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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 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 ......................................................................................................................... -
[Review] for Vote Transport
Hon Bill English Minister of Finance 7.6 Executive Wing Parliament Buildings WELLINGTON Dear Bill VALUE FOR MONEY REVIEW – VOTE TRANSPORT Purpose This letter responds to your letter dated 17 December 2008 and the Cabinet Business Committee paper CBC (08) 563. In line with the letter and Cabinet paper, I have asked the Ministry to review Vote Transport to identify: • savings that could be freed up for Budget 2009; • programmes that are inconsistent with the government’s priorities and should be discontinued; • programmes that are inconsistent with the government’s priorities and should be looked into; • programmes and expenditure that are not effective or efficient; • areas where performance information is currently insufficient to judge effectiveness or efficiency and actions that are required to make improvements by the next review. Vote Transport summary A summary of the funding under Vote Transport is attached to this letter. It is separated between departmental and non-departmental funding. Departmental funding The Ministry of Transport’s departmental funding will decrease by $3.685 million over the next three years mainly due to the cessation of medium-term project funding. In addition to the planned decrease in funding, the Ministry has forecast unavoidable cost increases arising from existing commitments in relation to staff costs (salaries), building and other expenses. These are expected to add a further $3.377 million by 2011/2012, or 12 percent of the baseline funding of $28.4 million. My Chief Executive has made a commitment -
Case Study in Waikato Soils for the Hamilton Section of the Waikato Expressway
Yong, I. & Clayton, P.B. (2017) Application of Soil Specific Correction Factors for Liquefaction Assessment: Case Study in Waikato Soils for the Hamilton Section of the Waikato Expressway. Proc. 20th NZGS Geotechnical Symposium. Eds. GJ Alexander & CY Chin, Napier Application of soil specific correction factors for liquefaction assessment: case study in Waikato soils for the Hamilton section of the Waikato expressway Irene Yong Geotechnical Engineer, Beca Auckland, NZ [email protected] Philip Clayton Technical Director, Beca Auckland, NZ. [email protected] (Corresponding author) Keywords: Fines Correction, Ic Cutoff, Liquefaction, Hamilton Ash, Waikato. ABSTRACT The four-lane, 21.8 kilometre long, Hamilton Section of the Waikato Expressway is the largest roading project undertaken in this region’s history and one of the larger projects currently being undertaken in New Zealand. Many of the seventeen expressway bridges in the Hamilton Section are underlain by Pleistocene soils assessed as having a high liquefaction potential. Typically the soils encountered are volcanic in origin either as primary tephra deposits or reworked volcanically derived material. A number of researchers have noted the potential for misclassification of such soils by the CPT, therefore it was decided to undertake co-located borehole/SCPT/SDMT and laboratory classification testing for use in conjunction with a site wide geologic model to develop soil specific correction factors for use in liquefaction assessment. Soil specific correction factors were investigated for the Ic sand like/clay like cut-off (B&I 2014) and the fines content (Cfc). The specific correction factors derived are presented along with examples from the project showing the consequence, some of which are significant, of adopting soil specific correlations. -
A Study of Some Effects of the Wairakei Geothermal Power Station Upon the Waikato River
TANE 21, 1975 A STUDY OF SOME EFFECTS OF THE WAIRAKEI GEOTHERMAL POWER STATION UPON THE WAIKATO RIVER by G.J. Cox*, Sally M. Naylor f, and D.E. Thomson ft SUMMARY The effects of heated discharges from the Wairakei Geothermal Power Scheme upon the Waikato River have been investigated. Water temperature, oxygen content and mercury concentration were measured at a number of points above and below the station and aquatic life was studied (the data on the flora has yet to be fully analysed and can thus only be described briefly here). Marked local effects on both the aquatic life and paramaters of water quality were observed. However, although further investigation is warranted, particularly of the discharge rates of heavy metals such as mercury, the scheme does not appear to contribute significantly to the pollution of the Waikato River. INTRODUCTION A number of reports dealing with various aspects of the Wairakei Geothermal Power Station and its effects on the Waikato River have been published since the station became operative in the late 1950's. This work has recently been summarised by Axtmann1 who included a number of New Zealand Electricity Department reports in his references. However certain topics such as thermal mixing and the effects of the outputs from both station and bore fields on the aquatic life, have been virtually ignored. It was chiefly to provide some information on these that the present study was initiated. The study was confined to a single week in the mid-winter (11 to 16 August) of 1974. The power station-bore complex has two outlets into the Waikato River, the more obvious one being the discharge of cooling water used to condense the stream which is used to drive the powerhouse turbines. -
Robert Swears for Waka Kotahi – Transportation Engineering
Before Independent Hearing Commissioners In Ngāruawāhia Under the Resource Management Act 1991 (the Act) In the matter of of a submission by Ambury Properties Limited in respect of the proposed Waikato District Plan pursuant to Clause 6 of Schedule 1 of the Act seeking the rezoning of land at Ohinewai and Ambury Properties Limited (Submitter) and NZ Transport Agency (Waka Kotahi) (Submitter and Further Submitter) Statement of evidence of Robert Swears for Waka Kotahi – Transportation Engineering 13 August 2020 1 1 Qualifications and experience 1.1 My full name is Robert Clive Swears. I am employed as a Principal Road Safety / Transport Engineer in the Hamilton Office of WSP; I have been in this role for approximately five and a half years. 1.2 My qualifications include a New Zealand Certificate in Engineering, a Bachelor of Engineering degree with Honours from the University of Canterbury, and a Master of Engineering Science degree (Transport) from the University of New South Wales. I am a Chartered Member of Engineering New Zealand (CMEngNZ), and a Member of the Engineering New Zealand (EngNZ) Transportation Group. 1.3 I have been carrying out professional engineering tasks related to the investigation, design, and construction of roading and highway projects for 30 years. I have worked on a variety of transportation projects throughout my career for various clients including Waka Kotahi NZ Transport Agency (Waka Kotahi) and local authorities. 1.4 Examples of land use development projects for which I have recently provided advice to Waka Kotahi include: a Oceana Gold New Zealand Limited: proposed extension to Martha Mine at Waihi; b Ward Demolition: proposed clean fill site in Waikato District; c Coombes Sand Quarry: proposed expansion of sand quarry; d Proposed service centre at interchange with the Huntly section of the Waikato Expressway; and e Te Awa Lakes: proposed accommodation, housing, and recreation facilities in Waikato District. -
Historic Overview - Pokeno & District
WDC District Plan Review – Built Heritage Assessment Historic Overview - Pokeno & District Pokeno The fertile valley floor in the vicinity of Pokeno has most likely been occupied by Maori since the earliest days of their settlement of Aotearoa. Pokeno is geographically close to the Tamaki isthmus, the lower Waikato River and the Hauraki Plains, all areas densely occupied by Maori in pre-European times. Traditionally, iwi of Waikato have claimed ownership of the area. Prior to and following 1840, that iwi was Ngati Tamaoho, including the hapu of Te Akitai and Te Uri-a-Tapa. The town’s name derives from the Maori village of Pokino located north of the present town centre, which ceased to exist on the eve of General Cameron’s invasion of the Waikato in July 1863. In the early 1820s the area was repeatedly swept by Nga Puhi war parties under Hongi Hika, the first of several forces to move through the area during the inter-tribal wars of the 1820s and 1830s. It is likely that the hapu of Pokeno joined Ngati Tamaoho war parties that travelled north to attack Nga Puhi and other tribes.1 In 1822 Hongi Hika and a force of around 3000 warriors, many armed with muskets, made an epic journey south from the Bay of Islands into the Waikato. The journey involved the portage of large war waka across the Tamaki isthmus and between the Waiuku River and the headwaters of the Awaroa and hence into the Waikato River west of Pokeno. It is likely warriors from the Pokeno area were among Waikato people who felled large trees across the Awaroa River to slow Hika’s progress. -
Proc. 7Th NZ Geothermal Workshop 1985
87 Proc. 7th NZ Geothermal Workshop 1985 ALTERNATIVES TO REIN,JIECTION IN WAIRAKEI H Peter Rothbaum Chemistry Division, DSIR ABSTRACT is required". The high cost of re-injection of geothermal Other-environmental effects from geothermal discharge waters is largely due to their silica discharges are raising the temperature of the deposition potential. One should ask if reinjection Waikato river by about 0.5OC, and discharging some of Wairakei discharge waters is really necessary to mercury from geothermal condensates. The mercury solve any environmental problems due to arsenic, concentrations in the Waikato River are generally hron, lithium, mercury or waste heat. below 0.02 mg/t, well below the 1 mg/t limit for Alternative strategies are: mercury in potable water, recommended by WHO. Nevertheless, mercury accumulating in the sediments Doing nothing, and continuing discharging appears to result in unacceptably high mercury the geothermal waters from Wairakei into concentrations in some fish in the Waikato River. the Waikato River. (Weissberg and Rohde, 1978). Chemical treatment to 'remove arsenic together with prevention of silica scaling It is sometimes claimed (Itoi et al., 1984) that and removal of waste heat. A successful reinjection will remove most environmental problems pilot plant will be de'scribed which achieves as well as recharging the geothermal field. However, these aims by a method particularly suitable some authorities believe that reinjection cools a to Wairakei waters. ' Alas-boron and lithium geothermal field in the short term. In addition remain. reinjection of discharge water will obviously not remove mercury der'ived from condensate. Overseas A more controversial suggestion involves experience has shown that the main problems of chemical treatment of Wairakei waters as in reinjection are associated with.the silica deposition No. -
Linking Transportation Performance and Accountability
INTERNATIONAL TECHNOLOGY SCANNING PROGRAM Linking Transportation Performance and Accountability AUSTRALIA GREAT BRITAIN NEW ZEALAND SWEDEN Sponsored by In cooperation with American Association of State Highway and Transportation Officials National Cooperative Highway Research Program APRIL 2010 NOTICE The Federal Highway Administration provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-PL-10-011 4. Title and Subtitle 5. Report Date Linking Transportation Performance and April 2010 Accountability 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Carlos M. Braceras, Robert F. Tally, Jr., Gordon Proctor, Daniela Bremmer, Leon E. Hank, Jane Hayse, Dr. Anthony R. Kane, Dr. Kristine L. Leiphart, James W. March, Steven M. Pickrell, Dr. J. Woody Stanley, Jenne Van der Velde, Connie P. Yew 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) American Trade Initiatives 11. Contract or Grant No. P.O. Box 8228 Alexandria, VA 22306-8228 DTFH61-99-C-005 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Office of International Programs Federal Highway Administration 14. Sponsoring Agency Code U.S. Department of Transportation American Association of State Highway and Transportation Officials 15. Supplementary Notes FHWA COTR: Hana Maier, Office of International Programs 16. Abstract It is becoming essential in the United States for transportation agencies to demonstrate credibility with elected officials and the public. -
Waikato River & Hydro Lakes
Waikato River & Hydro Lakes Image Josh Willison E A S T E R N R1 E G I O N Waikato River Fishery The Waikato River flows out of Lake Taupō, through the central north island and Waikato regions before joining the sea south of Auckland at Port Waikato on the west coast. It is the longest river in NZ at about 425 km in length. A considerable length of the Waikato River flows within the Eastern Fish & Game region, and that portion also contains 5 hydro lakes. The Eastern region starts below Huka Falls near Taupō and ends just below Lake Maraetai. The river and its hydro lakes offer a huge amount of angling opportunity and many parts seldom see an angler. There are opportunities for trolling, fly and spin fishing, and bait fishing is also permitted on the Waikato River and its lakes. In summer when water temperatures rise excellent fishing can be had at the mouths of tributary streams where fish tend to congregate seeking cooler water conditions. As well as holding rainbow and brown trout the river and hydro lakes also contain other fish species in various areas including pest fish such as Rudd and carp and in some places catfish. If any of these species are caught anglers should kill them and dispose of them carefully and never transfer them to other waters. As the river and its lakes are used for hydro-power generation the water levels can fluctuate dramatically and without warning and due to this care is needed when on and around the river. -
Waikato Expressway Hamilton Section Notice of Requirement to Alter the Designation
Waikato Expressway Hamilton Section Notice of Requirement to Alter the Designation Ruakura Interchange August 2014 Ruakura Interchange – Notice of Requirement i Contents Volume 1 1 Introduction ....................................................................................................... 4 1.1 Overview ............................................................................................................................ 4 1.2 New Zealand Transport Agency ........................................................................................ 4 1.3 Roads of National Significance ......................................................................................... 4 1.4 Waikato Expressway ......................................................................................................... 4 1.5 Waikato Expressway – Hamilton Section ......................................................................... 6 1.6 Project Specific Objectives ................................................................................................ 7 1.7 Ruakura Interchange – Proposed Alteration .................................................................... 7 2 Background ........................................................................................................ 9 2.1 Existing Designations and Conditions .............................................................................. 9 2.2 Alterations to the Designation ........................................................................................ 10 2.3