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Freshwater recreational bathing summer 2017-2018

and detaching or detached mats accumulating on the river’s edge triggered the ‘Alert’ level at the same four sites (Waingongoro River at Ohawe, Kaupokonui River at the mouth, and Waiwhakaiho River at the last riffle and at Merrilands Domain) on a total of 8 surveys. Levels of cyanobacteria were higher than in the previous season; and lower than the preceding three seasons, probably a reflection of the relative amounts of rainfall causing freshes that scour streambeds of

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

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

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

Form B - Discharges

d) Construction timetable for the erosion and sediment control works and the bulk earthworks proposed; e) Maintenance, monitoring and reporting procedures; f) Rainfall response and contingency measures including procedures to minimise adverse effects in the event of extreme rainfall events and/or the failure of any key erosion and sediment control structures; g) Procedures and timing for review and/or amendment to the erosion and sediment control measures listed in the ESCP; and,