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Colson Road Landfill Monitoring Programme Annual Report 2020 2021 2990010

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

Annual report 2012-2013

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

Remediation NZ Uruti Annual Report 2023-2024

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

What is meant by swimmability - Sir Peter Gluckman, PM's Chief Science Advisor

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

Appendix D - Site Practices Plan

that silt or split waste does not enter the Haehunga Stream. The Site Manager to check the tracks daily during rain events otherwise weekly. page 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

Healthy waterways report 2016

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

Aggradation in rivers & streams of the Taranaki ring plain

Punehu to Werekino Pouakai - Stony to Te Henui page 3 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

Annual report 2015-2016

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

Annual report 2014-2015

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 page 5 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,