Julian’s Pond 108
page
14
Number Site name Page No.
48 Puketapu Road End 110
49 Oeo Cliffs 112
50 Rawa Stream Mouth 114
51 Otakeho Beach 116
52 Kaupokonui Stream 118
53 Sutherland/Normanby Road Ends 120
54 Inaha Beach 122
55 Waingongoro River Mouth, Ohawe Beach and Four Mile
Reef
124
56 Waihi Beach 126
57 Rifle Range Road Lakes (Nowell Road Ponds) 128
58 Manawapou-Tangahoe River Mouths and Cliff Tops 130
59 Manawapou Road Coastal Lagoon 132
60 Lake Kaikura 134
61 Kakaramea Beach
Julian’s Pond 108
page
14
Number Site name Page No.
48 Puketapu Road End 110
49 Oeo Cliffs 112
50 Rawa Stream Mouth 114
51 Otakeho Beach 116
52 Kaupokonui Stream 118
53 Sutherland/Normanby Road Ends 120
54 Inaha Beach 122
55 Waingongoro River Mouth, Ohawe Beach and Four Mile
Reef
124
56 Waihi Beach 126
57 Rifle Range Road Lakes (Nowell Road Ponds) 128
58 Manawapou-Tangahoe River Mouths and Cliff Tops 130
59 Manawapou Road Coastal Lagoon 132
60 Lake Kaikura 134
61 Kakaramea Beach
allowing access into the heart of the bypass alignment.
• Expected construction start date is September/October 2022.
• Read the latest media release here
Te Ara Tūtohu:
Waitara to Bell
Block
$84m Princess Street
Stormwater works
construction
January –
September 2022
• First stage of stormwater works is complete and work is underway to install
additional pipe to the location of the outfall. This work is on track to be
completed September.
• The detour through Waitara for
information.
Cloke/Jamieson
Confirmation of Minutes State Highway 3 Working Group – 3 October 2023
Resolved
That the Taranaki Regional Transport Committee:
a. received the unconfirmed minutes of the State Highway 3 Working Group meeting held at the St
Johns Rooms, 41 North Street (SH3) Mōkau, on 3 October 2023 at 10.30am.
Duynhoven/Nixon
RTC 2024 Meetings Planner
Ms L Hawkins, Policy Manager to informed the committee of the proposed meeting calendar for 2024.
52
7.5 Recommendation 52
8. Nankervis Family Trust 53
8.1 Process description 53
8.2 Water discharge permit 54
8.3 Results 54
8.3.1 Inspections 54
8.3.2 Results of discharge monitoring 54
8.3.3 Investigations, interventions, and incidents 55
8.4 Discussion 55
8.4.1 Discussion of site performance 55
8.4.2 Environmental effects of exercise of consent 56
8.4.3 Evaluation of performance 56
8.4.4 Recommendation from the 2012-2014 Biennial Report 57
8.4.5 Alterations to
interest in
Paritutu, it was important that the study considered not just the likely areas of maximum
deposition, but also the broader residential areas around the plant.
The primary study area is the arc of residential properties running from Maui Place and
Rangitake Drive to the south-west of the Dow plant, to the residential properties in
Findlay and Catherine streets and Ngamotu Road, adjacent to the industrial land to the
east. A limited number of samples were taken from
of exercise of consent 49
5.4.3 Evaluation of performance 50
5.4.4 Recommendation from the 2010-2012 Biennial Report 51
5.4.5 Alterations to monitoring programmes for 2014-2015 51
5.5 Recommendation 51
6. Fitzroy Engineering Group Limited 52
6.1 Process description 52
6.2 Water discharge permits 53
6.3 Results 54
6.3.1 Inspections 54
6.3.2 Results of discharge monitoring 55
6.4 Investigations, interventions, and incidents 56
6.5 Discussion 56
6.5.1 Discussion of site
embankment in a westerly direction for approximately 210 metres. The
boundary then crosses the Karaka Flats towards the Brookes Terrace/Cracroft Street
intersection for a distance of 250 metres where it then turns eastward to follow the
alignment of the stopbanks downstream to finish at the intersection of the rock bank
protection and the concrete seawall at the river mouth; and
the eastern boundary follows the riverbank to the cliffs below Manukorihi Road and
then runs downstream from the
embankment in a westerly direction for approximately 210 metres. The
boundary then crosses the Karaka Flats towards the Brookes Terrace/Cracroft Street
intersection for a distance of 250 metres where it then turns eastward to follow the
alignment of the stopbanks downstream to finish at the intersection of the rock bank
protection and the concrete seawall at the river mouth; and
the eastern boundary follows the riverbank to the cliffs below Manukorihi Road and
then runs downstream from the
monitoring 47
9.2.3 Results of surface water monitoring 48
Investigations, interventions, and incidents 48
Evaluation of performance 49
10 New Plymouth District Council 51
Site description 51
10.1.1 Water discharge permits 51
10.1.2 Bewley Road closed landfill 53
Results 53
10.2.1 Inspections 53
10.2.2 Results of discharge monitoring 53
10.2.2.1 Discharge to Waiwhakaiho River from Burton Street 53
10.2.2.2 Discharge to Waiwhakaiho River from McLeod’s Drain 54