STDC Kaponga Manaia Patea Waverley WWTPs Annual Report 2023-2024
STDC Kaponga Manaia Patea Waverley WWTPs Annual Report 2023-2024
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Annual report 2016-2017
Biomonitoring surveys A biological survey was performed on two occasions on 16 February 2017 and 26 April 2017, in the Kurapete Stream, to document recovery of the biological stream communities following the removal of a continuous discharge to the Stream. page 7 2. Results 2.1. Inspections 21 September 2016 An inspection was conducted in wet weather with a southerly wind. The monthly rainfall was 316 mm rain, as recorded at the Inglewood WWTP TRC weather station.
Annual report 2012-2013
consent holders, site inspections, and data gathering, review and assessment for compliance. It was a busy season for the Council’s hydrological unit, as the weather conditions meant the demand for irrigation was high. All irrigation had commenced by the middle of December. Over the five month (summer irrigation) period, Mount Taranaki recorded between 71% and 77% of normal rainfall for which meant that rivers were running well below normal for the entire period. The low stream flows
Intensive Winter Grazing Factsheet FAQs and useful links
How do I identify Critical Source Areas? Look for areas where water accumulates during rainfall events and which also connect to water bodies. These are Critical Source Areas. These areas can be on steep or shallow slopes. If you are unsure, talk to your council or farm advisor. See the next page for some examples of Critical Source Areas. Am I allowed to graze stock in Critical Source Areas? From 1 May to 30 September, stock cannot be grazed in Critical Source Areas within a winter
Appendix O - Environmental Management Plan
Environmental Plan scope covers all the farm accept the vermiculture and composting pads, the wetlands and the treatment ponds. The range of geology and topography in the catchment requires specific management practices and these are shown in the operating plans listed below. 5.0 Climate The climate in the Uruti Valley is generally mild and temperate. Rainfall is high, even in the driest months of the year, compared to other parts of the region (See Table). Rainfall is measured and recorded
10AEE AppendixH
REFERENCES, APPENDIX A APPENDIX B APPENDIX C APPENDIX D ,9 10 MONITORING WELLS- REMEDIATION NEW ZEALAND- URUTI.......... 11 MONITORING BORE INSTALLATION .................................................... 13 SOIL MOISTURE AND RAINFALL RECHARGE ON CHLORIDE CONCENTRATIONS IN GROUNDWATER ............................................. 15 PRELIMINARY UNCONFIRMED CONCEPTUAL SITE MODEL ............... 1 b'i\f company Commercial in confidence page TABLES Table 2. 1 :Haehanga
Executive, Audit and Risk Committee Agenda February 2024
Executive Audit and Risk agenda February 2024 v2
Operations and Regulatory Committee Agenda June 2023 v2
increasingly popular as storage system, which is easy to install, reduces odour and no rainfall into the tank means you can considerably reduce the amount of storage needed, an option to consider in high rain fall areas. Typically, farm dairy effluent is directed to a sand trap then tank with pump system, effluent is then applied directly to land or to the bladder. The Bladder will have a return valve, effluent is gravity feed from the bladder back to the tank, were it is then applied to land
Annual report 2015-2016
Figure 1 Configuration of the HWWTP (adapted from NIWA 2012) 5 Figure 2 Compliance of DO concentration (g/m3) with consent conditions in the primary and secondary oxidation ponds 2015-2016 13 Figure 3 Faecal coliform numbers in the HWWTP effluent, 1992 to 2016 16 Figure 4 Daily discharge volumes (m3/day) from the HWWTP and daily rainfall data (mm) from a Council rainfall station approximately 5 km east of the site, 1 July 2015 to 30 June 2016. Inset: Rainfall and outflow data from
Hāwera oxidation ponds consent monitoring 2018-2019
Summary of performance for consent 7520-1 24 Table 12 Evaluation of environmental performance over time 25 List of figures Figure 1 Configuration of the HWWTP (adapted from NIWA, 2012) 4 Figure 2 Daily hours where DO is greater than 0 g/m3 in Pond 1 and 2 8 Figure 3 Daily discharge volumes (m3/day) from the HWWTP and daily rainfall data (mm) from a Council rainfall station located approximately 5 km east of the site (2018-2019) 13 Figure 4 Location of intertidal survey