Bibliography and references 103
Appendix I Resource consents held by NPDC
List of tables
Table 1 Consents held by NPDC that relate to the Colson Road landfill 13
Table 2 Summary of monitoring activity for 2020-2021 14
Table 3 Chemical analysis of Colson Road landfill leachate 40
Table 4 Results of analysis of under liner drainage for the year under review. 42
Table 5 Results of rain event monitoring – discharge and Puremu Stream samples, 19 August 2020 47
Table 6 Results
minimised.
Special condition 10 provides for review of any or all of the conditions of the consent.
The permit is attached to this report in Appendix I.
1.3.3 Water abstraction permit
Section 14 of the RMA stipulates that no person may take, use, dam or divert any
water, unless the activity is expressly allowed for by a resource consent or a rule in a
regional plan, or it falls within some particular categories set out in Section 14.
DH Lepper Trust holds consent 0188-3 to cover the
ring drain had been upgraded since the last
inspection.
The discharge from the WTS was noted as slow and clear.
Overall, the site was considered to be compliant with the consent conditions, although with some site
improvements were required.
16 August 2023
The inspection occurred during periods of rain and hail and the culverts and downstream riffles were found
to be functioning well and providing for fish passage. There were no signs of erosion around the structures,
and they were
rainfall events, or if animals have direct access to waterways. Human faecal
contamination of waterways can occur via poorly treated sewage or septic tank systems, or during heavy rain
when sewerage systems cannot cope and they overflow into stormwater systems. Because of these
heightened health risks from runoff and stormwater, people are often advised to avoid swimming for 48 hours
after prolonged or heavy rain.
There are two distinct components to assessing the suitability of a site for
that silt or split waste does not
enter the Haehunga Stream. The Site Manager to check the tracks daily during rain events
otherwise weekly.
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Site Practices Plan
URUTI - REMEDIATION NZ LTD Page 5
Document No:RU-P-650-0300-A
Revision No:1.2
Date:20-9-2018
Document Controller: C Kay
3.0 Site Management
3.1 Composting Process
3.1.1 Temperature
The Site Manager to ensure windrow temperatures are kept between 50 and 75 °C
Turn weekly for rows
possible to maintain micro-organisms at very low levels all of the time in all water bodies, but the investment by local communities in upgraded sewage collection and treatment systems, and by farmers fencing and planting streambanks to control stock access and reduce pasture runoff go a long way to improving water quality in Taranaki. [JPG, 189 KB] (Click/tap on map for large version) During heavy rain and high flows many rivers can be dangerous and may contain debris, sediment and pathogens in runoff
Punehu to Werekino
Pouakai - Stony to Te Henui
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3.3 Stability
The Kaitake Range is stable but in recent times landsliding has occurred on steeper
southern slopes during high intensity rain storms resulting in downstream channel
damage.
The Pouakai Range is also displaying evidence of more recently increased
landsliding and some channel deterioration in the north-eastern area in the upper
Oakura River catchment. The majority of the range is stable.
The least
identify and
remove unacceptable wastes being dropped at the site by third party users, prior to the
green waste being discharged onto the dunes. The discharge site is approximately 120
metres long and 25 metres wide, and is shown in Figure 2.
Patea Beach is an elevated site which for most of the time is dry. Rain that does fall on
the site drains away at a very rapid rate. The site does not suffer from flooding from
rain or tidal action, due to its elevation. Monitoring over the past four
discharge site is approximately 120
metres long and 25 metres wide, and is shown in Figure 2.
Figure 1 Regional map showing location of the Patea green waste site
Patea green
waste site
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Figure 2 Aerial view of the Patea Beach green waste disposal area
Patea Beach is an elevated site which for most of the time is dry. Rain that does fall on
the site drains away at a very rapid rate. The site does not suffer from flooding from
rain or tidal action,
Remediation hearing - submitters' expert evidence - Ngāti Mutunga (Anne-Maree Mckay attachment to evidence)