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

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Page 2 3 September 2009 “The construction of the Phase 2 and 3 components of the stormwater treatment wetland will be subject to the same mitigation measures employed by the rest of the TEL project as described above.” Appendix 10 Drawing Nº’s 3932036-CK460 Rev A and 3932036-CK460 Rev A are to be replaced with new Drawing Nº’s 3932036-CK460 Rev C and 3932036-CK460 Rev B Please use this letter and attached drawings as a reference addendum to the main application. If you have any queries please contact the undersigned on 5771129. Please note that the lodged AEE contains all the relevant environmental assessment for earthworks for phase 2 and 3 of the wetland construction. Yours sincerely Christine Ralph Technical Director on behalf of Beca Infrastructure Limited Direct Dial: +64-7-577 1129 Email: christine.ralph@beca.com Copy TCC, NZTA Our Ref: 3932036 NZ1-2111967-3 0.3
32 Harington Street PO Box 903, Tauranga 3140, New Zealand T: +64 7 578 0896 // F: +64 7 578 2968 E: info@beca.com // www.beca.com Environment Bay of Plenty PO Box 364 Whakatane New Zealand 19 June 2009 Attention: Dudley Clemens Dear Dudley Mangatawa Stormwater Joint Application No. 65435 Please find enclosed a Cultural Impact Assessment (CIA) requested by the landowner, Mangatawa Papamoa Blocks Incorporated (MPBI), who has the land adjacent to the lower Mangatawa drain leading to the harbour. This information is supplementary to the consultation record in the main application and is relevant for this landowner only. The assessment identified a waahi tapu area near the lower Mangatawa drain works and has resulted in the kaumatua of Nga Potiki undertaking to determine the extent of the site. The issue identified in the CIA did not relate to the flooding of the land but was associated with movement and excavation of soil in this area (see assessment for details). A summary of the main works required along the lower Mangatawa drain include: • Redistribution of existing drain spoil, piled next to the existing drain. Appendix 10 of the main application shows the cross sectional details (Drawing 3932036 ck469 Rev A) of the proposed works. • Filling of adjacent industrial zoned land to give flood protection to the land for future develop-ability and re-contouring the lower Mangatawa drain riparian margin • Re-vegetation and landscaping of the re-contoured lower Mangatawa drain margin for recreational purposes. In general terms, the CIA does not oppose these activities, however in relation to the extent of the waahi tapu site and the works required on or near it, these industrial protection works may be required to be moved westwards to avoid the extent of the waahi tapu site and accommodate the hapu’s wishes. NZTA is facilitating this process through consultation with MPBI. Yours faithfully Christine Ralph Technical Director - Planning on behalf of Beca Infrastructure Ltd Direct Dial: +64-7-577 1129 Email: christine.ralph@beca.com Copy Michael Parsonsen Our Ref: 3932036 NZ1-1842494-6 0.6
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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 1 - Drawing 3932036 ck301R
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APPENDIX 3 - Drawing 3932036 ck119
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APPENDIX 5 - Bioresearches Report:
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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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Page 277 and 278: 1 Introduction This report describe
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Page 295 and 296: Activity Status Mangatawa Drain 1.1
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Page 301 and 302: APPENDIX 15 - Legal Descriptions of
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Page 311: 32 Harington Street PO Box 903, Tau
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