2. Mangatawa catchment consents for earthworks, storm water ...

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NZ Transport Agency and Tauranga City Council Mangatawa Drain Flood Bypass and TEM Stormwater AEE the reconfigured wetland. This will improve the over all quality of the water discharging to the harbour through the Special Ecological Site 13. It also will result in increase in peak flow volume at Mangatawa Drain. The extra volume (3.9 cubic meters to 13.6 cubic meters) discharging from the wetland will be mitigated by providing an enlarged discharge structure (from existing) to protect from erosion and scour. These measures will result in the project having a no more than minor effect on the environment. 7.4.1 Objective: Transportation Safety and Efficiency To maintain safety and efficiency in the movement of people and goods on the District’s road, rail, air and shipping networks. 7.4.1.1 Policy: Design and Use of Roads New roads and activities within the road reserve must be designed, located and constructed in a way that ensures: (a) Safe movement of pedestrians, cyclists and vehicles around the District (b) Physical integration with other transport routes, where appropriate (c) Avoidance, remediation or mitigation of the impacts of noise and traffic movement on the amenity of surrounding sites, particularly from strategic or arterial routes. Comment The objective of maintaining an improving safety and efficiency is an integral part of the design of the TEM. The project provides a safe movement for vehicles around this district (and other districts), integrating with other transport routes and mitigating the transport related effects of the alignment to a no more than minor level. TEM is a key component of the Tauranga Eastern Transport Corridor. The Tauranga Eastern Corridor is the transportation network required to service the existing and predicted inter-regional traffic as well as the urban growth of Papamoa East. Papamoa East is the largest growth area of the Western Bay of Plenty subregional SmartGrowth strategy. This project will result in positive benefits to the Tauranga District and the safe and efficient operation of the transport network. Status: Final Page 105 April 2009 Project Number: 3932036 NZ1-1552092-Mangatawa Drain Flood Bypass and TEM Stormwater AEE
NZ Transport Agency and Tauranga City Council Mangatawa Drain Flood Bypass and TEM Stormwater AEE 10.7 Wairakei Urban Development Comprehensive Stormwater Consent The application for the Papamoa catchment was lodged with Environment BOP in 2006 and is being processed in conjunction with the Papamoa East (Wairakei) Plan Change. The consent has been granted and appeals are largely resolved. The application has been required to consider not only the current urban area but the full urbanization of the Wairakei and Te Tumu areas over the next 50 years. The key issue has been flood management in a catchment with a limited outlet to the ocean. The long term proposal is a high level outlet to the Kaituna River to be constructed in conjunction with the commencement of the development of the Te Tumu area around 2021. In order to manage the flooding of the existing rural land in Te Tumu in the interim, pumping excess water to the Kaituna is proposed. This TEM proposal integrates flood levels set in the Wairakei consent in terms of stormwater discharge. Status: Final Page 106 April 2009 Project Number: 3932036 NZ1-1552092-Mangatawa Drain Flood Bypass and TEM Stormwater AEE
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Mangatawa Drain Flood Bypass and TE
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NZ Transport Agency and Tauranga Ci
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Page 62 and 63: NZ Transport Agency and Tauranga Ci
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APPENDIX 7 - Archaeological Assessm
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ARCHAEOLOGY B.O.P. HERITAGE CONSULT
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2 INTRODUCTION Project Background T
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4 ARCHAEOLOGICAL LANDSCAPE Previous
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6 U14/1708 & 1709 Figure 3. Cadastr
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8 Figure 6. Part ML 8133 showing Pt
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10 Hungahunga & Toroa A further ton
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12 APRIL 2008 ARCHAEOLOGICAL SURVEY
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14 Historic Places Act In addition
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APPENDIX 8 - Hydraulic Modelling: M
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Hydraulic Modelling: Mangatawa Drai
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undertake investigations into the d
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Discharge to Papamoa Beach To disch
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• Riparian planting adjacent to t
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2.2 Hydrological Assessment 2.2.1 C
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The Maranui catchment area in the m
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Table 7 - 2% AEP Storm Event Top Sp
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These results include climate chang
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3.3 Maintenance Work in Mangatawa D
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stormwater from the Maranui catchme
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Appendix A Mangatawa Drain Layout P
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Appendix C Runoff Hydrographs
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Appendix E Proposed Lower Mangatawa
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APPENDIX 10 - Drawings 3932036 ck46
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APPENDIX 12 - Drawing 3932036 ck227
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Report Tauranga Eastern Motorway -
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1 Introduction This report describe
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embankment settlement rates, and th
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3.2 Construction Sequence The typic
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concrete contamination as well as s
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Pahse 1 consists of the western sec
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• Installation of Stage 2 decanti
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Appendix A Erosion and Sediment Con
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Activity Status Mangatawa Drain 1.1
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(b) Natural State (River) Water Qua
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6. Reclamation or drainage of the b
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APPENDIX 15 - Legal Descriptions of
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Path: P:\393\3932036\TGI\55_Project
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32 Harington Street PO Box 903, Tau
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32 Harington Street PO Box 903, Tau
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