Remediation hearing - submitters' expert evidence - Ngāti Mutunga (Anne-Maree Mckay attachment to evidence)
Remediation hearing - submitters' expert evidence - Ngāti Mutunga (Anne-Maree Mckay attachment to evidence)
Your search for 'rain fall' returned 1855 results.
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
RKM Piggery Annual Report 2022-2023
Again odour was very minimal. No visual environmental impacts downstream of the discharge point to the Tawhiti Stream observed at any time during the financial year. Effluent collection points within piggery viewed during all inspections. Found to be in good condition, with no signs of spills or overflows even after heavy prolonged rain periods. Bunding functioning well. During the 8th May inspection a burst underground effluent pipe between the southern sheds was brought to the attention
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
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,
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 2017
bathing’ in NZ would be considered ‘good – acceptable for bathing’ under European standards. It is not 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. During heavy rain and high flows many rivers can be dangerous and
Legal Submissions - TRC
These legal submissions are made on behalf of Taranaki Regional Council (TRC) and address the following questions that have arisen during the hearing: (a) Does the existing environment include the effects of the existing consent? (b) Is it open to the hearing panel to apply a permitted baseline? (c) Does the proposed activity fall within Rule 52 of the Regional Air Quality Plan for Taranaki (RAQP)? (d) Is possible future residential zoning of the surrounding area part of the
Report on land disposal options
unsuitable for disposal which may be present in the land parcel. • A maximum daily flow to the field of 5,000m3 to allow some contingency above the average flow. This equates to 78th percentile flow. • Disposal only when the day’s rainfall is <10mm. • When rain prohibits land disposal, all effluent is discharged to the river. • Storage not allowed for. The above assumptions would require a disposal field of 165ha including buffer zone. Using the inflow and rain data, river