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was indicative of well-treated wastewater, with parameters typical of a municipal oxidation pond system receiving minimal industrial waste loadings. No significant impacts on the Kaupokonui River were recorded from the physicochemical parameters analysed during the mid-summer survey conducted in January 2022, when a low discharge rate of well-treated wastewater characterised this system. No significant impacts of the effluent discharge were indicated by MCI scores through the reach of the

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36,746 1,290,135 1,284,546 -5,589 2,128,388 Total operating expenditure 2,472,342 3,036,696 564,354 23,447,621 23,373,492 -74,129 47,004,286 Revenue from exchange transactions Direct charges revenue 968,359 1,252,165 -283,806 2,855,564 3,202,795 -347,231 5,048,875 Rent revenue 80,123 110,000 -29,877 956,407 770,000 186,407 1,260,000 Dividends 0 0 0 4,000,000 4,000,000 0 8,000,000 Revenue from non-exchange transactions General rates

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adverse effects on the environment. The main method of policy implementation is through the Regional Freshwater Plan for Taranaki (2001) (RFWP), which sets out regional rules to allow, regulate and avoid adverse effects on the environment from the taking and use of groundwater. Under Rule 48 of the RFWP, the taking of groundwater of up 50 m3/day, at a rate not exceeding 1.5 L/s, is permitted, providing several conditions are met. Takes exceeding this volume or rate, or not meeting all …

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through the refinement of methods and considered responsible resource utilisation, to move closer to achieving sustainable development of the region’s resources. 1.1.4 Evaluation of environmental and administrative performance Besides discussing the various details of the performance and extent of compliance by the consent holders, this report also assigns a rating as to each companies environmental and administrative performance during the period under review. The rating categories are high,

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Streams. In the unnamed tributary, no significant detrimental effects were found. However at the time of both surveys, the results suggested poor preceding water quality that may be indicative of adverse effects associated with the landfill leachate. Air quality monitoring showed that there were no significant adverse effects in relation to suspended particulates, dust deposition rates or odour beyond the site boundary. An enclosed gas flare system was installed for air quality control

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discharge: These details are provided in sections 3 and 5 of the attached Assessment of Environmental Effects. page Liquids discharged to water What is the proposed maximum rate of discharge? Rate 55000.0 Unit Litres per second How frequent is the discharge? Not constant Hours per day 0.00 Days per week 0.00 Other Give full details of the method of discharge: The discharge of water to the Mako Stream will occur at times when the

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any treatment it will receive prior to discharge: These details are provided in sections 3 and 5 of the attached Assessment of Environmental Effects. Liquids discharged to water What is the proposed maximum rate of discharge? Rate 2000.0 Unit Litres per second How frequent is the discharge? Not constant Hours per day 0.00 Days per week 0.00 Other Will occur during maintenance periods only. page Give full details of the method of

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led to mass loadings of nitrogen per hectare that were well in excess of those recommended by the Council and the description of N loadings previously provided by RNZ. As was the case for the 2021-2022 year, the rates of application in 2022-2023 raise questions about whether the ability of pasture to take up nitrogen could be or is being surpassed. On the other hand, the timing and volume of irrigation events in 2022-2023 suggest that these inputs were being managed more intentionally as a

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of the volume of water abstracted and the volume of wastewater discharged. During the year, Silver Fern Farms demonstrated a good level of environmental and high level of administrative performance with the resource consents. Breaches of the abstraction permits were recorded during the monitoring period. This related to two matters. In one case, subsidence of the pump shed was causing pipes to break affecting the volume and rate of take. A temporary repair by the consent holder was

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Lake Mangamahoe 23 5.1 Historic aerial imagery analysis 23 5.2 Observed morphology and processes 25 5.3 Bathymetric surveys 26 5.4 Annual sediment infill rate 29 6 Summary 32 7 Applicability 35 8 References 36 Appendix A : Catchment scale sediment sources Appendix B : Downstream geomorphic assessment page Tonkin & Taylor Ltd Mangorei HEPS Consent Renewal - Lake Mangamahoe Sediment Assessment Trustpower Ltd November 2020 Job