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Matakana Village Draft Catchment Management Plan

As part of supporting growth in Matakana Village a Draft Catchment Management Plan has been developed to address the integrated management of stormwater in the village.

Currently land use within Matakana Village consists predominantly of medium intensity residential properties and some mixed business around the southern end of Matakana Valley Road. Land in the eastern part of the area is predominantly rural in nature.

The Matakana Village area has been earmarked for future growth. The existing stormwater system is a mixture of small, flat, open drains and pipes and  some additional infrastructure will be needed to accommodate the expected growth.  

The wastewater treatment plant is at capacity, and plans are underway to direct wastewater to the Omaha plant which will also deal with the anticipated growth.

The Catchment Management Plan will be used to support the application for a stormwater network consent.  While the consent will be notified with a formal submission period, the Council welcomes any comments at this stage, which can be directed to the Environmental Services Assets and Programmes team at Council.

 

 Matakana Village Draft Catchment management plan  
 Introduction   (4.6m)
 Section 2 - Description of Study Area   (131k)
 Section 3 - Stream Assessment   (2.5k)
 Section 4 - Water Quality Assessment   (139k)
 Section 5 - Flooding Review and Hydraulic Assessment   (642k)
 Section 6 - Assessment of Environmental Effects   (81k)
 Section 7 - Catchment Issues Summary   (74k)
 Section 8 - Stormwater Management Objectives   (88k)
 Section 9 - Stormwater Management Options   (111k)
 Section 10 - Option Evaluation   (113k)
 Section 11 - Consultation   (68k)
 Section 12 - Recommendations   (110k)
 Section 13 - References   (91k)
 Section 14 - Limitations   (71k)
 Appendices   (2.5m)

 Figures  
Figure 1.1 - Matakana River Catchment   (745k)
Figure 1.2 - Matakana Village Study Area   (416k)
Figure 1.3 - Proposed Rodney District Plan Zoning for Matakana Village   (3.6m)
Figure 2.1 - Existing Stormwater Network   (306k)
Figure 3.1 - ARC Stream Classification   (1.5m)
Figure 4.1 - Existing SW Treatment Devices   (3.2m)
Figure 6.1 - Matakan Village Future Land Use 10 Year ARI Floodplain Map   (1.6m)
Figure 6.2 - Matakana Village Future Land Use 50 Year ARI Floodplain Map   (1.6m)
Figure 6.3 - Matakana Village Future Land Use 100 Year ARI Floodplain Map   (1.7m)

 

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