(25 June 2019)
The groundwater bore and reservoir tanks were inspected. The pump was not operating and the reservoir
tanks were full. No issues were noted.
page
13
Waverley Beach Water Supply (25 June 2019)
The existing bore (permitted use) and plant were inspected and found to be compliant with Regional
Freshwater Plan (RFWP) rules. The operations log was inspecteed and no issues were noted.
Waverley Water Supply (25 June 2019)
Swinburne Street bore
Subjects for points of order / Ngā kaupapa mō te whakatika hapa 52
25.3 Contradictions / Ngā whakahē 53
25.4 Point of order during division / Te tono whakatika hapa i te wā o te
wehenga 53
25.5 Chairperson’s decision on points of order / Te whakatau a te ūpoko mō
ngā tono whakatika 53
Notices of motion / Te pānui i ngā mōtini 53
26.1 Notice of intended motion to be in writing / Me tuhi te pānui mō te mōtini
e takune ana 53
26.2 Refusal of notice of motion / Te whakahē i te
page
Submission on resource consent application
Online reference number: CA210838408
Completed on: 20 Aug 2021
Submitter's details
Full name or company name of submitter Kevin John McDonald and Glenis June McDonald
Contact Name Kevin and Glenis McDonald
Email kevinglenismcdonald@gmail.com
Contact phone number 06 7550696 or 0274190734
Postal Address: 62 Airport Drive, RD 3, New Plymouth 4373
Street address of property affected (if different to the address
above)
highly-exposed coastline which gets
regularly battered by strong seas and is subjected to considerable sand abrasion,
burial, and movement up and down. This “environmental” influence is viewed by
most experts as the single biggest factor influencing what is found where, and in what
densities.
Direct discharges include(d) the New Plymouth sewage outfall at Eliot Street (now
gone), the Bell Block oxidation ponds (ditto), the Carrousel plant discharge, the old
Brixton dairy factory
of site performance 51
10.3.2 Environmental effects of exercise of consents 51
10.3.3 Evaluation of performance 51
10.3.4 Recommendations from the 2015-2016 Annual Report 52
10.3.5 Alterations to the monitoring programme for 2017-2018 52
10.4 Recommendation 52
11 Graham Harris (2000) Ltd – Egmont Road, New Plymouth 53
11.1 Site description and activities 53
11.2 Results 53
11.2.1 Inspections 53
11.2.2 Results of receiving environment monitoring 54
11.2.3
Ecosystem (KNE) established to protect the habitat of the Kupe skink (Oligosoma aff.
infrapunctatum). The Kupe skink is a ‘Nationally Vulnerable’ lizard species and as the Victoria Street KNE is
one of only a few sites in New Zealand where this lizard is found, it is a significant site for this species.
Condition 3 requires the consent holder to adopt the best practicable option as defined by Section 2 of the
RMA to minimise adverse effects.
Condition 8 requires the consent holder to provide
located on Domett Street at Waitara, in the Waitara River catchment. This report for the
period July 2015 to June 2016 describes the monitoring programme implemented by the
Taranaki Regional Council (the Council) to assess ANZCO’s environmental performance
during the period under review, and the results and environmental effects of ANZCO’s
activities.
ANZCO holds two resource consents, which include a total of 11 conditions setting out the
requirements that ANZCO must satisfy. The consents
Long term chloride monitoring GND2290 2012-2024
Figure 4 Long term TDS monitoring GND2290 2012-2024
page
11
Figure 5 Long term EC monitoring GND2290 2012-2024
Table 3 GND2291 2023/24 monitoring period
GND2291 Collected 8 Sep 2023 8 Jan 2024 22 May 2024
Parameter Time 11:50 10:20 15:40
Temperature °C 16.1 17.0 15.1
Electrical Conductivity (EC) mS/m 94.7 77.6 40.9
pH pH Units 6.3 6.5 6.8
Chloride g/m3 89 53 47
Total Sodium g/m3 78 74 48
Boundary
page
Taranaki Tsunami Inundation Analysis
4362 AM1207 Taranaki Tsunami Inundation Analysis Final.doc 10
The evacuation zones for Urenui and Onaero are shown in Figure 11 and Figure 12.
Figure 11: Urenui Tsunami Evacuation Zones
Results indicate the area of Urenui Beach Road and the end of Whakapaki Street are
susceptible to inundation during the 4 m wave scenario. The 2 m scenario is
generally contained within the river area.
Figure 12: