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STDC Hawera Municipal Oxidation Ponds Annual Report 2021-2022

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 (2021-2022) 12 Figure 4 Location of intertidal survey sites in relation to the outfall 13 Figure 5 Mean number of species per quadrat for summer surveys (1986-2022) 14 Figure 6 Mean Shannon-Weiner Indices per quadrat for summer surveys (1986-2022) 14 Figure 7 Location of shoreline water

Policy and Planning Agenda June 2023

and coastal receiving environments including rivers, lakes and estuaries. Climate change is expected to exacerbate soil loss and present challenges to the future management of erosion-prone land. It is estimated that extreme storm events resulting in flooding and slips are likely to occur somewhere in Taranaki about once every five to six years. In coming years, the region is expected to experience more frequent and intense heavy rainfall events, increasing both the frequency and

Taranaki Thoroughbred Racing monitoring 2019-2020

2020) 9 Figure 4 Observed groundwater levels GND2102 and rainfall (July 2019-June 2020) 10 Figure 5 Observed groundwater levels GND2102 and abstraction (July 2019-June 2020) 11 Figure 6 Observed groundwater levels GND2103 and rainfall (July 2019-June 2020) 11 Figure 7 Observed groundwater levels GND2103 and abstraction (July 2019-June 2020) 12 Figure 8 Observed groundwater levels GND2119 and rainfall (July 2019-June 2020) 12 Figure 9 Observed groundwater levels GND2119 and …

Application Form Form 103 Change of conditions Discharge of effluent (2025)

1 Minimum requirement, 4 hectares per 100 cows, which is designed to ensure nitrogen in the discharge does not exceed 200 kg/ha/year. Note: Council expectation is that all consents issued will require an exclusive discharge to land and full storage. Dual discharges may be allowed, if the dairy farm is in a high rainfall area and provision of adequate storage is impractical. The discharge of treated farm dairy effluent to surface water may be authorised as a contingency, when land

Weather-related hazards

moderate temperatures and regular rainfall, but when the rainfall is heavy it can cause flooding and landslips. In periods of low rainfall, the region can experience droughts. In some parts of the region, and at certain times of the year, storms and tornadoes are a reasonably frequent occurrence. Coastal erosion Coastal erosion is the retreat of the shoreline caused by water currents, waves, and wind. It is a natural process that can be influenced by human activity. The Taranaki coastline

Annual report 2015-2016

abstraction volumes under consent 7470-1.1 (July 2015-June 2016) 12 Figure 3 Maximum daily abstraction rate under consent 7470-1.1 (2015-2016) 13 Figure 4 Daily abstraction volumes under consent 7470-1.1 (2009-2016) 13 Figure 5 Maximum daily abstraction rate under consent 7470-1.1 (2009-2016) 14 Figure 6 Observed groundwater levels GND2102 and rainfall (2015-2016) 15 Figure 7 Observed groundwater levels GND2102 and abstraction (2009-2016) 15 Figure 8 Observed groundwater levels and rainfall

1RemediationAEE

SITEDESCRIPTION............................................................................................... . 6 2. 1 Location...............................................................................g 7 "' ^mate--------------------............................. -..... -..... -.........................................................................7 2. 3 Hydrology/Hydrogeology...................................................................................7 Table 1: Kaka Road Rainfall Events

Taranaki By-Products Air and Water Annual Report 2023-2024

downstream of ‘irrigation’ tributary INH000450 Inaha Stream, State Highway 45 INH000470 page 6 Figure 1 Wastewater irrigation areas, surface water monitoring and point source discharge locations in the Inaha Stream and tributaries Stormwater generated in the main yard, garage and raw material reception areas is diverted to a three- stage stormwater treatment system (near B, Figure 1). The first flush of a rainfall event is discharged to Pond 1 and after that is

Annual report 2016-2017

Daily abstraction volumes under consent 7470-1.2 (July 2009-June 2017) 10 Figure 5 Maximum daily abstraction rate under consent 7470-1.1 (July 2009-June 2017) 10 Figure 6 Observed groundwater levels GND2102 and rainfall (July 2016-June 2017) 11 Figure 7 Observed groundwater levels GND2102 and abstraction (July 2016-June 2017) 11 Figure 8 Observed groundwater levels GND2103 and rainfall (July 2016-June 2017) 12 Figure 9 Observed groundwater levels GND2103 and abstraction