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

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5 Figure 2. Part topographic map U14 showing the location of recorded archaeological sites in the general vicinity of the proposed construction corridor. U14/1708 & 1709 Midden These two midden sites were recorded in 1996 during an archaeological survey of the Papamoa Dune Plain. 5 The sites are described as small subsurface midden deposits and are located on the subdued back dune extending south east from the eastern end of Gloucester Road and are approximately 200 metres north of the proposed construction corridor. The two sites are within 50 metres of each other and probably represent components of a single settlement site with possible associated subsurface features such as cultivated soils, pits and house sites. The site is situated on the seaward side of an old paleochannel described in 1904 as a very wet swamp covered in raupo and rushes. 6 There are few archaeological sites recorded on the back dunes, however, early 20 th Century modification of the back dunes particularly between Te Maunga and Mangatawa has likely obscured or destroyed archaeological evidence of activity in this area. 5 Fredericksen et al 1995, Gumbley 1997 6 ML 7136
6 U14/1708 & 1709 Figure 3. Cadastral plan and aerial photo showing the location of recorded archaeological sites U14/1708 & 1709 in relation to SH2. U14/1708 & 1709 SH2 Figure 4. Part survey plan ML 7136 produced in 1904 showing the location of U14/1708 & 1709, the approximate alignment of SH2 and the intervening wetland.
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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:
Page 205 and 206: APPENDIX 7 - Archaeological Assessm
Page 207 and 208: ARCHAEOLOGY B.O.P. HERITAGE CONSULT
Page 209 and 210: 2 INTRODUCTION Project Background T
Page 211: 4 ARCHAEOLOGICAL LANDSCAPE Previous
Page 215 and 216: 8 Figure 6. Part ML 8133 showing Pt
Page 217 and 218: 10 Hungahunga & Toroa A further ton
Page 219 and 220: 12 APRIL 2008 ARCHAEOLOGICAL SURVEY
Page 221 and 222: 14 Historic Places Act In addition
Page 223 and 224: APPENDIX 8 - Hydraulic Modelling: M
Page 225 and 226: Hydraulic Modelling: Mangatawa Drai
Page 227 and 228: undertake investigations into the d
Page 229 and 230: Discharge to Papamoa Beach To disch
Page 231 and 232: • Riparian planting adjacent to t
Page 233 and 234: 2.2 Hydrological Assessment 2.2.1 C
Page 235 and 236: The Maranui catchment area in the m
Page 237 and 238: Table 7 - 2% AEP Storm Event Top Sp
Page 239 and 240: These results include climate chang
Page 241 and 242: 3.3 Maintenance Work in Mangatawa D
Page 243 and 244: 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
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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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