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Supplementary report - nutrient management tools/models

caddisflies). The MCI index (widely used to monitor macroinvertebrates in streams) is high (typically >100) in streams dominated by mayflies, stoneflies and caddisflies and low (typically <80) in streams dominated by worms, snails and chironimids. In Taranaki, nutrients are not such a problem because of fast flowing and relatively short rivers and streams. High rainfall leads to frequent flushing events in rivers and streams that provide natural scouring. Even in summer, most Taranaki rivers do

Appendix F - Leachate & stormwater management plan

on aquatic life. 4.4.3 Climate NIWA virtual Climate Station -38.975, 174.525 Thirty years of rainfall and evaporation data is summarised in Table 1 below Table 1: NIWA Virtual Climate Station 30-year data for a site near Uruti Site Uruti Jan Feb Mar Apr May Jun Jul Aug Sept Oct Nov Dec Total Rainfall 120.0 107.0 119.2 151.2 181.2 189.5 181.8 178.0 175.4 188.4 149.4 149.0 1890. Evaporation 134.5 108.0 88.6 52.7 31.1 21.4 25.4 39.0 57.5 85.1 109.3 126.0 878.6 4.4.4

NPDC Inglewood WWTP Annual Report 2022-2023

infiltration expenditure during the 2021-2022 monitoring year consisted of: • $3,325 spent on pipeline renewals • $891 spent on CCTV. The expenditure for pipeline renewals was entirely on project management, investigation and design. No construction occurred. A wastewater network modelling project is underway which uses rainfall and flow data to create a calibrated digital model of the entire Inglewood wastewater network. The calibrated model will be used to assess network performance

Annual report 2014-2015

performance for consent 7470-1.1 16 List of figures Figure 1 Location of TTR site production and monitoring bores 5 Figure 2 Daily abstraction volumes under consent 7470-1.1 (July 2014-June 2015) 10 Figure 3 Daily abstraction volumes under consent 7470-1.1 (2009-2015) 10 Figure 4 Maximum daily abstraction rate under consent 7470-1.1 (2014-2015) 11 Figure 5 Maximum daily abstraction rate under consent 7470-1.1 (2009-2015) 11 Figure 6 Observed groundwater levels and rainfall

Remediation hearing - submitters' expert evidence - Ngāti Mutunga (Katie Jane Beecroft)

between the relatively ‘shallow’ groundwater table and the Haehanga Stream. This may vary at different times of the year, for example, depending page 5 on rainfall and stream flows. This information is needed to assess the impact of the discharge to the irrigation areas (and potentially the composting pads and ponds) on the groundwater and the subsequent effect due to contaminated groundwater entering surface water. 18 An initial review undertaken by LEI identified a

SOE2022 Recreational use

there will always be a delay between sample collection, analysis, receiving results and delivering the public health advice. This is primarily because bacteria need time to grow in the lab as part of the analytical process. While we can try to minimise the time between sample collection and delivery of the information, there will always be a delay. By collecting all-weather water quality data, it may be possible to develop a predictive rainfall risk model, which can

NPDC Water Supplies Annual Report 2023-2024

due to a heavy rainfall prior to the inspection. No odour, foam or sheen was noted. The Mangatete weir appeared to be in sound order as it had recently been repaired. The stream flowed freely over the structure. The flow was moderate in height. A good level of residual flow was maintained over the fish pass. A small rock partially blocked the structure. This should be removed if practicable as it may act as an obstruction which initiates the accumulation of material at the fish pass. The rate

Lower Waiwhakaiho Catchment Annual Report 2023-2024

August 2023 and 20 June 2024, at the site during the monitoring period to assess compliance with resource consent conditions. The site was empty and no activity was occurring during either inspection. The site was clean and tidy. Re- grassing had been undertaken place to aid in better absorption for storm water. Despite heavy rainfall preceding the August inspection, the site appeared to be containing storm water generated within it. 2.2.2 Results of discharge monitoring Stormwater

Operations and Regulatory Committee Agenda October 2024

significant rainfall events. 13. The Company continues to be proactive in their response to objectionable odour identification, with areas of the main storage shed closed to prevent odour release. Mesh doors that were installed during the 2020/21 period continue to prevent mass air movement from within the shed. The Company also maintains shelter belts/vegetative environmental buffers (VEBs), as a passive odour mitigation technique. These buffers continue to establish and mature.