your ward Your ward’s average 24 Number of farms 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 80 82 84 86 88 90 0 15 30 45 60 kg/ha/yr 2015/16 2016/17 2017/18 0 10 20 30 40 50 40 37 35 page YOUR FARM’S NITROGEN MODEL RAIN & CLOVER N FIXATION INTO THE ATMOSPHERE AS MILK & MEAT N LEACHING RISK NITROGEN SURPLUS Information
bund depends on how much is stored in it. Tanks – a bund around a tank or tanks must be big enough to contain: • 100% of the capacity of the largest tank Chemical storage 1 Photo 1: Large quantities of chemicals should be stored in bunded areas Photo 2: Secondary bunding within a bunded area page • plus 10% of capacity of the second largest tank • plus 100% of the other major volumes displaced inside the bunded crest • plus room for 175mm of rain
210.85 - These records indicate that the treated effluent discharge into the Waiongana Stream was well managed on all occasions with all discharging occurring when stream flow was above 5m3/s. The Waiongana Stream hydrology displays a natural rapid rise and fall (typical of Taranaki ring plain streams), which allows for a limited window of opportunity when treated wastewater can be discharged above the minimum consent limit. The consent holder has access to the Council web site, which
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 10 Consents and Regulatory Committee Minutes Item 3 16 Policy and Planning Committee Minutes Item 4 22 Executive Audit and Risk Committee Minutes Item 5 26 Joint Committee Minutes Item 6 30 Meeting Dates October 2018 Item 7 31 Presentation - Council website upgrade Item 8 32 Public Excluded Item 9 33 Yarrow
… Regional Council Taranaki Neil Walker South Taranaki Bev Raine North Taranaki Michael Davey North Taranaki Matthew McDonald Stratford Charlotte Littlewood New Plymouth Craig Williamson New Plymouth Tom Cloke New Plymouth David Lean Deputy Chairman New Plymouth Donald McIntyre North Taranaki Michael Joyce South Taranaki David MacLeod Chairman South Taranaki Your regional councillors Neil Walker South Taranaki Bev Raine North Taranaki Michael Davey North
corner, or south toward swales in the grassed area and then to a settling pond on the southern boundary. Stormwater from a storage area to the south of the main building is transported across the paddocks to a manhole. During heavy rain overflow from the settling pond also discharges into a single manhole and enters the piped tributary. 1 The Council has used these compliance grading criteria for more than 19 years. They align closely
wastewater treatment system, including the installation of an additional soakage trench. The wastewater treatment system at the Retreat did not adversely affect the water quality of the local freshwater and coastal environments. Although high bacteriological results were returned from the routine sampling round in January 2019, these counts were attributed to surface runoff draining the upstream agricultural catchment, following the rains that preceded the sampling. Two follow-up samples were
was also some replacement of square kerbing with radial. Mangaotaki Rockfall (2008) Heavy rain triggered a large rock fall on 4th August 2008 at the Mangaotaki Bluffs. The large rocks blocked SH3 for almost 48hrs and a route detour through local council roads was required during this time. Two stock truck effluent disposal facilities have been built along the route, one in each of the regions – the Taranaki one at Ahititi on the northern
site. 1.3 Resource consents 1.3.1 Water abstraction permit Section 14 of the RMA stipulates that no person may take, use, dam or divert any water, unless the activity is expressly allowed for by a resource consent or a rule in a regional plan, or it falls within some particular categories set out in Section 14. The primary effects of taking and diverting groundwater is the potential for the water table to be lowered, consequently impacting on nearby surface water such as the
westerly wind. The monthly rainfall was 210 mm of rain as recorded at the Inglewood WWTP TRC weather station. The step screen was operating and wastes were fully contained. Slight odour was noticeable in the vicinity of the step screen. One aerator was operating on the aeration pond, which was a turbid, light grey brown colour. The pond was discharging into the main pond. The main pond had a normal level of 0.76 m, with a relatively clear, green grey colour and rippled surface. The