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 meetings were held on: • 15 Feb 2008 – TEM Overview. • 8 July 2008 – TEM Interchange. • 21 Aug 2008 Workshop – TEM and TCC stormwater application. • 9 Sep 2008 – Mangatawa drain and possible mitigation measures. • 18 Dec 2008 - TEM and TCC stormwater application. • 29 Jan 2009 – TEM + TCC Stormwater and roading issues. A summary of issues raised at these meetings relevant to this proposal are outlined below. Table 12: Summary of Issues Raised Issues raised Possible flow path for flood waters west through TCC Land. Protection of the future develop-ability of MPBI land. Construction of an Earth Bund along Mangatawa Drain to protect building platforms. Concern for potential removal of whitebait habitat and eel holes. Riparian enhancement of lower Mangatawa Drain after works are completed to retain whitebait and eel habitat. Requested the extension of the Maranui swale outlet pipe to wetland to increase developable area. Drain maintenance. Existing stormwater treatment pond designed as a wetland to protect water quality of harbour. Accommodation of MPBI stormwater from future industrial land in wetland design. Connection of Truman lane stormwater to treatment wetland. Response Discounted by options selection process as technically difficult and costly Provision of the bund next to the Mangatawa Drain and the extension of the culvert from the Maranui Swale to the wetland. Included in the over all design concept and will be part of the construction of the TEM. Included in the over all design concept and will be part of the construction of the TEM. Included in the over all design concept. However not planned as part of the construction of the TEM. TCC to undertake maintenance Included in the over all design concept. However only the TEM component will be part of the construction of the TEM. Included in the over all design concept. However not planned as part of the construction of the TEM. Included in the over all design concept. However not planned as part of the construction of the TEM. Status: Final Page 77 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 The proposal has the potential to benefit the planned future development of MPBI and the proposed developments along Truman Lane. Including the effects of the MPBI industrial developments in this stormwater assessment gives MPBI the potential to gain consent for its future stormwater discharge into the harbour from its development as part of this process. 8.5 Tangata Whenua The TEM project crosses environments that are of cultural significance to many iwi and hapu. As such, during the Notice of Requirement/Designation phase between 1998 and 2000, which included alignment option selection and assessment of the environmental effects of the preferred alignment, the assessments were undertaken in consultation with the Tangata Whenua parties. The summary record of consultation provided with this application is built on consultation undertaken during the designation phase, the regional resource consent phase of the TEM between Domain Road and Paengaroa for stormwater and the regional resource consent phase between Te Maunga and Paengaroa for earthworks. Te Arawa have always requested copies of newsletters and minutes as a watching brief and indicated that they no longer wanted direct involvement in consultation about the resource consents required for the TEM project. 8.5.1 TEM Project Hui The Beca team has also made a presentation to the Combined SmartGrowth Tangata Whenua Forum. Initial calls and hui were held in the December 2007 – January 2008 period to determine the nature of the consultation then two additional technical meetings were held with each hapu. The exceptions to this process were Te Arawa who advised that they did not wish to be involved in the hui but would be kept informed of the process by mail. Nga Potiki intend that the same process is followed albeit with the Hui a Hapu beginning in May 2008. Following the initial hui with an introduction to the project and the agreement as to how the consultation would be undertaken, the first hui a hapu described; • the earthworks process and the significant volumes of material that are to be moved about the alignment and brought in from elsewhere, • the stormwater management system, • the Kaituna River Bridge, and • Alterations to the Designation bands. A draft of the Principal's Requirements that define the contractors' responsibilities for environmental management during construction was circulated for information. Copies of the archaeological surveys undertaken of the route and supplied in the assessment of environmental effects for the Designation were supplied to those that requested additional copies (to that originally received). On the basis of the feedback received from the first round of meetings a joint hui and bus trip was undertaken on the 25 th March to provide familiarisation of the alignment as well as discussing further the earthworks process during construction. The Second hui a hapu discussed: • The cultural response to the earthworks proposed. Status: Final Page 78 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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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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