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

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Policy 5, 14, 15, 17, 18, 20, 21, 51, 54 Method 13, 20, 21, 56, 60, 124 1.2 Discharges to Water and Land The discharges proposed in this application range from restricted discretionary to discretionary. As these discharges will operate during a flood event they will contribute to flooding and by definition have discretionary activity status. The proposed discharge at Rangataua Bay is a restricted discretionary activity due to a greater than 125l/s flow rate. Rule 37 - Discharges to Water or Land Any: 1. Discharge of a contaminant to water. 2. Discharge of water to water. 3. Discharge of a contaminant onto or into land in circumstances which may result in the contaminant (or any other contaminant emanating as a result of natural processes from that contaminant) entering water. 4. Discharge of a contaminant from any industrial or trade premises onto or into land. That is not: (a) Permitted by a rule in this regional plan. (b) Permitted by a rule in any other Bay of Plenty regional plan. (c) Prohibited by a rule in this regional plan. (d) Restricted discretionary status by a rule in this regional plan. (e) Controlled status by a rule in this regional plan. Is a discretionary activity This activity is also subject to the requirements of the rules in section 9.4. All discharges to surface water that are discretionary under this rule will be assessed gainst the Water Quality Classification of the receiving water body (refer to Schedule9 and the Water Classification map). Resource consent applicants who seek to exceed the relevant Water Quality Classification standards must provide evidence in their application to demonstrate how the adverse effects of the proposed activity will be avoided, remedied or mitigated to be consistent with Objective 13. Cross Reference RWLP Dec 2002, Pg34 Objective 13 The water quality in rivers and streams is maintained or improved to meet the Water Quality Classifications set in the Water Quality Classification Map, and the following environmental outcomes: (a) Natural State (Lake) Water Quality Classification - the natural quality of the water shall not change. Beca // 22 December 2008 // Page 2 // NZ1-1349440-2 0.2
(b) Natural State (River) Water Quality Classification - the natural quality of the water shall not change. (c) Managed State (Lake) Water Quality Classification - the water quality in the lake shall not deteriorate. (d) Aquatic Ecosystem (Bay of Plenty) Water Quality Classification – water quality shall be sufficient to support diverse and healthy aquatic ecosystems. (e) Contact Recreation Water Quality Classification - water quality shall be sufficient to allow contact recreational uses. (f) Water Supply Water Quality Classification - water quality shall be sufficient to allow for municipal water supply purposes, while recognising water treatment may still be required. (g) Drains with Ecological Values Water Quality Classification - water quality shall be sufficient to support aquatic ecosystems, while recognising that aquatic ecosystems in such areas are limited. (h) Regional Baseline Water Quality Classification - water quality shall not deteriorate. Advisory Note 2. If a resource consent applicant is unable to avoid, remedy or mitigate adverse effects on the environment, and does not meet Objective 13, the resource application is likely to be publicly notified and/or consent may be declined. Explanation/Intent of Rule To allow Environment Bay of Plenty to assess the adverse effects of any discharge of contaminants or water to the environment that is not otherwise addressed by other regional rules. The resource consent process is an appropriate means of assessing such effects. Rule 37 applies to, but is not limited to, comprehensive catchment discharges consents for stormwater, discharges from contaminated sites, and large scale discharge of contaminants from trade and industrial premises (including waste disposal discharges). Assessment Criteria When assessing resource consent applications under this rule, Environment Bay of Plenty will have particular regard to, but not be limited to, the following provisions as appropriate to the nature of the discharge: Objective 4, 5, 6, 11, 13, 14, 15, 16, 20, 23, 25, 26, 27, 30, 31, 32, 33, 34 Policy 5, 11, 14, 15, 17, 18, 19, 20, 21, 38, 42, 44, 45, 47, 48, 50, 51, 53, 54, 55, 56 Method 13, 17, 18, 20, 21, 56, 60, 77, 109, 110, 111, 112, 113, 114, 118, 119, 120, 127, 135, 138, 139, Water Quality Classification Map, Schedule 9 1.3 Damming and Diversion of Water These are the core proposed activities in this application that are primarily designed to provide better flood protection. While reducing the flooding effects the activity does not comply with Rule 44A and by reference Rule 30 an therefore is a Discretionary activity Rule 48 Discretionary – Damming or Diversion of Water The damming or diversion of water that is: Beca // 22 December 2008 // Page 3 // NZ1-1349440-2 0.2
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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
Page 245: Appendix A Mangatawa Drain Layout P
Page 249: Appendix C Runoff Hydrographs
Page 255: Appendix E Proposed Lower Mangatawa
Page 263: APPENDIX 10 - Drawings 3932036 ck46
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Page 275 and 276: Report Tauranga Eastern Motorway -
Page 277 and 278: 1 Introduction This report describe
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Page 281 and 282: 3.2 Construction Sequence The typic
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Page 287 and 288: • Installation of Stage 2 decanti
Page 289: Appendix A Erosion and Sediment Con
Page 295: Activity Status Mangatawa Drain 1.1
Page 299 and 300: 6. Reclamation or drainage of the b
Page 301 and 302: APPENDIX 15 - Legal Descriptions of
Page 303 and 304: Path: P:\393\3932036\TGI\55_Project
Page 311 and 312: 32 Harington Street PO Box 903, Tau
Page 313: 32 Harington Street PO Box 903, Tau
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