the risk of this happening again. The maximum rainfall (43 mm/hr) used in the application by Remediation (NZ) may be a bit light. This has been reviewed by the applicant in their application. The site needed to be tidied up generally. The untidiness does not given them confidence that it is being managed appropriately. Management plans and improved detail in job descriptions for site and management staff are intended to address this, along with better recording of
science research project development opportunities and strategies for regional councils, to enhance knowledge base for policy development and implementation. Projects with clear relevance and benefit to Taranaki to be adopted by "Envirolink" and other funding opportunities (advocacy to be reported through Council's annual report processes). Envirolink projects are underway: a revised national High Intensity Rainfall Design System, and development of Discrete Water
51. From the submissions of the Uruti residents that were heard by the Committee, the following points were raised in relation to the proposed wastewater discharges: • Concerns of rainfall events which exceed the capacity of the ponds and the wastewater then entering the Haehanga and Mimi catchments; and • That there is no detailed reinstatement clause which requires the removal of raw or composted material, the cleaning of treatment ponds, and the testing of soil in the irrigation
around the piggery. The grunt area was only producing a small discharge which was flowing directly back to the effluent collection area. Ken G Moratti Ltd (agricultural contractors) spray irrigated effluent from the second pond onto a near-by cropping paddock (as per Consent 0715 Special condition 9). The final pond had discharged to the Waiongana Stream on 3 November 2013 after a heavy rainfall period. Insignificant odour was emanating from around the ponds. Overall, the wastewater treatment
November 2022 and 1 March 2023) are presented in Table 3, along with a summary of the historical data. Ammoniacal nitrogen results can fluctuate due to factors like recent grazing, topography of the surrounding area and/or leachate generation from additional stormwater infiltration. Since 2017 ammoniacal nitrogen has been consistently below 10 g/m3-N. Figure 3 shows ammoniacal nitrogen results since 2005. Some of the higher results (e.g. 2015), can be attributed to heavy rainfall preceding
diversion of wastes to the Hawera WWTP in the 2010-2011 period, discharges from the Eltham WWTP now occur only as a result of high rainfall events that exceed the storage capacity of the primary and holding ponds, and the pumping capacity of the reticulated system to Hawera. Analysis of the primary pond effluent was not required during the monitoring period, although the condition of the pond and any associated odour continues to be monitored during routine inspections. Along with a visual
STDC Opunake wastewater system consent monitoring report - Taranaki Regional Council.
STDC Opunake wastewater system consent monitoring report - Taranaki Regional Council.
Northern Quarries Combined Biennial Report 2022-2024
Council. The neighbourhood was surveyed for environmental effects. 1.4.4 Chemical sampling Sampling of the Sidewinder Production Station discharge and the Piakau Stream upstream and downstream of the discharge was scheduled to be carried out on two occasions, however these samples were unable to be collected during 2021-2022 (this was due to a combination of factors such as COVID measures, the skimmer pits requiring a large amount of rainfall to discharge, and the site being manned only during