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• Created: 23/4/2020

Taranaki Regional Council Quarterly Operational Report March 2020

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• 2.2 MB
• Created: 15/3/2024

Policy and Planning Agenda 19 March 2024

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• 4.1 MB
• Created: 21/3/2021

Policy & Planning Committee agenda April 2021

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• Created: 19/3/2024

stormwater upgrades at the site have included an additional sediment settling pond being added to the stormwater system (Photo 4). This discharges to the stream via a new pipe (STW002101) into the same manhole as STW002016. The original connection from the skimmer pits (STW002016) has been retained so that during times of high rainfall the flow can come directly from the skimmer pits rather than flushing out the sediment settling pond. Sampling of the discharge from the Kaimiro Production Station

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• Created: 21/3/2020

Quarterly Operational Report September 2019

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• Created: 20/3/2018

2030, and 90% no later than 2040. This report gives effect to Policy A6(b) requirements of the National Policy Statement for Freshwater Management (NPS-FM). Background Taranaki has over 500 named rivers and streams, many of which contain spots or places valued for swimming. However, water quality in the region, as in other parts of New Zealand, varies dramatically with the weather. Taranaki’s high rainfall means that even our cleanest waterways may exceed recognised

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• Created: 18/3/2022

Agenda Operations Regulatory Committee 22 Nov 2022

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• Created: 08/2/2022

SDC Stratford WWTP Annual Report 2020-2021

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• 4.1 MB
• Created: 19/3/2016

expired on 1 June 2011, but remained in force while application for a new consent was being processed. There were eight conditions associated with this consent which set out how the consent shall be operated and managed. Condition 1 was a review provision. page 12 Condition 2 set out the terms of use of the consent during heavy rainfall only. Condition 3 set limits on the components of the discharge. Conditions 4 and 5 placed limits on the concentration of

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• Created: 13/2/2020

cell of the secondary pond (using chlorophyll-a measurements) indicated that the system had a low algal content, particularly following heavy rainfall events. Microfloral populations have not indicated poor performance of the treatment system to date and generally indicate an improvement in conditions in the tertiary cell since the last WWTP upgrade. Screening of the outlet from the secondary oxidation pond was well maintained. The inlet system functioned as designed during the monitoring