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 7.2 Within a reasonable distance up or downstream of the diversion are there any: 1 Obvious signs of biota Yes No (e.g. fish, eels, insect life, aquatic plants)? 2 Areas where food is gathered from the stream Yes No (e.g. watercress, eels, wild fowl, kaimoana)? 3 Wetlands Yes No (e.g. swamp areas)? 4 Waste discharges Yes No (e.g. from rural sources, industries, sewerage plants, etc)? 5 Recreational activities carried out Yes No (e.g. swimming, fishing, canoeing)? 6 Areas of particular aesthetic or scientific value Yes No (e.g. scenic waterfall, rapids, archaeological sites)? 7 Areas or aspects of significance to Iwi? Yes No 7.3 If you have answered yes to 7.1 and any part of 7.2 above, describe what adverse effects your diversion may have and the steps you propose to take to mitigate these. If the adverse effect is significant describe alternative locations or methods you have considered for undertaking the damming. • See assessment of effects section in application 8 Have you provided any means for fish to bypass the diversion (e.g. fish ladders, elver tubes, etc) Yes No Please describe: • Existing fish passage will not be impeded by this proposal. See assessment of effects section in application for details. 9 Describe the bed of the watercourse in the vicinity of the diversion site (e.g. is it gravelly, muddy or sandy?) • The bed of the Mangatawa Drain is predominantly sandy. See assessment of effects section in application for details. 10 Will the diversion cause flooding or other problems to neighbouring properties? Yes No Please describe: Status: Final Page 23 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 incidence of flooding should decrease generally. See assessment of effects section in application for details. 11 Please attach your calculations which show that the diversion design is adequate, including design flood flows, return periods, etc. • See Mangatawa drain options report in application appendices 12 Have you discussed your diversion with any potentially affected parties? (e.g. neighbours, water users, the Fish and Game Council, Department of Conservation, etc.) Yes No 13 Persons likely to be directly affected: For your application to be considered for non-notification, you must gain the written approval of all persons who may be affected by the proposal. Please specify below those parties who may be affected (or interested by your proposal). • See consultation section in application Persons who may be interested or affected and consultation undertaken • See consultation section in application Status: Final Page 24 April 2009 Project Number: 3932036 NZ1-1552092-Mangatawa Drain Flood Bypass and TEM Stormwater AEE
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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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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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