Stream at Carrington Road between 1999 and March 2016 [34 surveys], and by
the summer 2017 survey 51
Table 26 Results of previous surveys performed in the Katikara Stream near the coast together summer
2017 53
Table 27 Characteristic taxa [abundant (A), very abundant (VA), extremely abundant (XA)] recorded in
the Katikara Stream near the mouth between October 2000 and March 2016 [32 surveys], and
by the summer 2017 survey 54
Table 28 Results of previous surveys performed
Quarter Three Performance Report 23
5. Appointment of Kelvin Wright - Group Controller 53
6. Appointment of Simon Woods - Local Controller 56
7. Updated Terms of Reference for the Co-ordinating Executive Group 59
Taranaki Civil Defence Emergency Management Group Joint Committee - Agenda
2
page
Date 17 May 2022
Committee Taranaki Emergency Management Group Joint Committee
Subject: Confirmation of Minutes - 24 February 2022
Approved by: S J Ruru, Chief
by-products 33
10.5 Mulched green waste/ wood chip (not composted) 34
10.6 Piggery effluent not composted 34
page
ii
10.7 Food waste 35
10.7.1 Diversion for animal feed 35
10.7.2 Potential for further diversion of food waste 35
11. Tyres 37
12. Photocopy and printer cartridges 40
13. Concrete, roading, demolition and rubble 41
13.1 Concrete, rubble and bricks 41
13.2 Roading maintenance and construction wastes 42
13.2.1 Street cleaning and sumps 42
13.2.2 Carriageway
Origin Energy Kupe Production Station consent monitoring report - Taranaki Regional Council
BTW Oeo landfarm consent monitoring report - Taranaki Regional Council
2.7 Fitzroy and East End 48
2.7.1 Inspections and maintenance 48
page
ii
2.7.2 Surveying 51
2.8 New Plymouth City 51
2.8.1 Inspections and maintenance 51
2.8.2 Surveying 52
2.9 Back Beach 52
2.9.1 Inspections and maintenance 52
2.10 Oakura 53
2.10.1 Inspections and maintenance 53
2.10.2 Surveying 54
2.11 Investigations, interventions, and incidents 54
3. Discussion 55
3.1 Environmental effects of exercise of consents 55
3.2 Proposed future
Ethylene g/m3 <0.003 <0.004 <0.003 <0.003 <0.004 <0.003 <0.004
Dissolved iron g/m3 0.19 10.6 0.19 5.1 7.7 9.4 10.6
Formaldehyde g/m3 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02
Ethylene
glycol
g/m3 <4 <4 <4 <4 <4 <4 <4
Hydrocarbons g/m3 <0.7 <0.7 <0.7 <0.7 <0.7 <0.7 <0.7
Bicarbonate g/m3 HCO3 91 109 100 109 91 95 95
Total
hardness
g/m3 CaCO3 40 53 40 53 44 46 47
Dissolved
mercury
g/m3 <0.00008 <0.00008 <0.00008 <0.00008 <0.00008 <0.00008 <0.00008
Potassium g/m3
Figure 21 LOWESS trend plot at the Constance Street site 50
Figure 22 Numbers of taxa and MCI values in the Waiwhakaiho River at Lake
Rotomanu 51
Figure 23 LOWESS trend plot of MCI data at the site adjacent to Lake Rotomanu 53
Figure 24 Numbers of taxa and MCI values in the Mangorei Stream at SH3 56
Figure 25 LOWESS trend plot of MCI data at the SH3 site 58
Figure 26 Numbers of taxa and MCI values in the Manganui River above the
railway bridge (SH3) 60
Figure 27 LOWESS
fracture interval was below 3,425 mTVD. Post job simulation indicates that the
fractures were contained, and did not extend beyond this point;
• The fracturing fluid used was water based;
• The volume of fluid pumped into the formation (discharge) was 280 cubic metres
(m³) with total proppant of 53 tons.
• The total duration of treatment was 83 minutes;
• In total, 313 m³ of fluid was recovered from the well post fracturing, in excess of
100% of the volume discharged. Returned
Manaia
Ohawe*
arrivalHāwera
9.00 am
9.20 am
9.32 am
On Demand
9.45 am
Bus stop, Napier Street
Kaponga Tavern
Four Square
Hira Street
Water Tower, High St
AMŌpunake to Hāwera
*Return service may be delayed if Connector is delayed. H to Ōpunakeāwera PM
Water Tower, High St
Hira Street
Opposite Four Square
Opposite Kaponga Tavern
Bus stop, Napier Street
2.00 pm
On Demand
2.13 pm
2.25 pm
2.45 pm
Hāwera
Ohawe*
Manaia