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Ord0110

Littlewood M J McDonald D H McIntyre B K Raine N W Walker C S Williamson Apologies Notification of Late Items Item Page Subject Item 1 3 Confirmation of Minutes Item 2 9 Consents and Regulatory Committee Minutes Item 3 14 Policy and Planning Committee Minutes Item 4 21 Regional Transport Minutes Item 5 28 Executive Audit and Risk Committee Minutes Item 6 32 Joint Committee Minutes Item 7 50 2018/2019 Annual Report: Adoption Item 8 63 Proposed

Summer 2015-2016

sample collected on 10 March 2016 (380 cfu/100 ml) i.e. two consecutive samples exceeded 280 cfu/100 ml. It had not rained for the few days preceding and conductivity of the sample taken on 8 March 2016 (4690 mS/m) did not indicate strong freshwater influence. King high tides occurred on both dates (3.6 m 8 March, 3.9 m 10 March). In previous years certain high counts at the two Waitara beach sites were also associted with king tides (e.g. Waitara East Beach: 250 cfu/100 ml 3.8 m high tide on

December 2021 rainfall maps

page STRATFORD WAITARA Provisional data only NEW PLYMOUTH ELTHAM MANAIA Tota (mm)l monthly rainfall KEY xxx yy% INGLEWOOD Pohokura Saddle Dawson Falls Cape Egmont Stratford Whareroa North Egmont Inglewood Motunui Brooklands Kaka Rd Rimunui Glenn Rd Huinga 114% 162% 213% 1 %58 202% 221%239% 252% 272% 231% 288% 236% 267 335 432 270 1165 1003 259 280 257 300 301 205%

Lake Rotorangi monitoring report 2016-2018

flat; no debris noted 2.74 1.50 39 19.06.17 0920-1015 Cloudy, foggy, recent rain Calm 10.0 11.4 Turbid, brown; surface flat; no debris noted 1.90 1.45 38 L3 20.10.16 1105-1205 Overcast, fine Moderate 16.3 16.3 Clear, green; surface ripple; no debris noted 2.06 1.43 52 20.02.17 1125-1220 Overcast, fine Calm 21.6 21.6 Clear, v. dark green; surface flat; no debris noted 4.06 2.89 52 22.03.17 0940-1030 Overcast, rain Calm

Annual report 2014-2015

protected from stock damage. 25 June 2015 A follow-up inspection of the site was carried out in fine weather with calm wind conditions, following heavy rain five days prior to the inspection. The inspecting officer walked across the cap. It was noted that the cap was moist, but intact, with no ponding observed. The stormwater diversion drain through the centre of the cap showed evidence of overland flow, but no damage to the cap was noted. The grass cover showed evidence of stock grazing, but

Cold Creek Community Water Supply Ltd Annual Report 2022-2023

to the reservoir levels falling below 80%. In all of these instances CCCWSL advised Council and affected parties of this requirement, as per their consent conditions. However, one of these instances CCCWSL went over and above their 79 L/ s for 24 hours (with permission from Council) to ensure they continued to provide water to their community while they were fixing a mains pipe burst. An abatement notice was issued for this event and is discussed in Section 2.2. Figure 2 shows CCCWSL’s