Your search for 'rain fall' returned 1856 results.

2021/2022 schedules of charges

… hydrometric equipment (upper) $973.00 per year Waingongoro hydrometric equipment $755.00 per year Waitaha hydrometric equipment $7,356.00 per year Rain Gauge Calibration $306.00 per deployment Chlorine Meter $18.90 per use Multi-parameter Field Meter $102.00 per day EXPLANATION This scale of charges is used to calculate the Council's actual and reasonable costs when carrying out functions under the Resource Management Act 1991. Where those actual and reasonable costs exceed any specified

January rainfall maps

page STRATFORD WAITARA Provisional data only PATEA NEW PLYMOUTH OPUNAKE ELTHAM MANAIA HAWERA EGMONT NATIONAL PARK Total monthly rainfall (mm) KEY xxx yy% INGLEWOOD Pohokura Saddle Dawson Falls Cape Egmont Stratford Whareroa Patea North Egmont Inglewood Motunui Brooklands Kaka Rd Kotare Rimunui Glenn Rd Huinga 47% 36% 37% 23% 15% 18%11% 28% 15% 21% 22% 30% 33 68 52

20 56 Trustpower Ltd Motukawa HEP Scheme Monitoring Programme Annual Report 2020 2021 2877409 v2

Company. Through an automated water level sensor system, the Company can monitor the residual flows in the Manganui River and Mangaotea Stream, water levels in the race and lake and how much rain is falling locally. This has allowed the Company to manage race flows to minimise flooding, and has greatly improved the Company’s compliance with residual flow requirements. 1.3 Resource consents The Company holds 23 resource consents, the details of which are summarised in the table below.

Hearing evidence - additional from Submitters - Van Kekem - 04 March 2022

OU is the appropriate guideline for a ‘moderately’ sensitive receiving environment. I consider that the Mr McDonald’s workshop/business would fall within this moderate sensitivity category. As such the 5 OU criteria within the MfE GPG Odour would be applicable to this receptor location. 1.15 I also wish to point out that the 2 OU contour in Figure 3 (proposed farm) extends well into the Area Q land on the other side of Airport Drive. It is my understanding

Form B – Land Use (Use of beds of lakes and rivers)

and attach plans of the proposed activity. Include dimensions eg depth of excavation, deposits and a real extent page 06/23 - Doc # 3115168 Page 14 of 20 SECTION F – Other structures Please note this section is for all other structures that don’t fall into the categories above 8) Details of the Activity 8.1 Please ensure your Assessment of Environmental Effects contains a details of activity section Where relevant

Supporting documentatation for LTP

the Council’s revenue streams. Port Taranaki Ltd operates in a highly-competitive trading environment and there are no guarantees that it will be able to continue to deliver forecast dividend levels. Accordingly there is a risk that profits and dividends may fall at some future point. This is the biggest risk to the delivery of the proposed programmes. Refer to the Financial Strategy section and Appendix 1: Assumptions for additional information on this risk. Over the ten

Policy & Planning agenda July 2021

hill county farming, implementing fresh water policy, developing Farm Environmental Plans, water and stream health monitoring, predator management, fencing, planting and the collection of farm environment data. 31. The actions and priorities from across all catchment communities have subsequently been consolidated to create the Regional Integrated Plan. This plan details the costs over the next 24 months and each of the community catchment actions have been grouped to fall within one of

Value Timber monitoring report 2017-2018

well-maintained with approximately ten small stockpiles of sawdust waiting to be spread. The area was intact, with no cracking or slumping evident on either the fill area or the tip face. No unauthorised material was noted. There was no ponding observed, despite heavy rain the previous day, and the material was damp underfoot. The pre-fill gully was well grassed with no sign of exposed soil or sediment runoff. The stage 1 fill area was damp underfoot and had been recently grazed, and showed no sign of

Annual report 2015-2016

minor amount of erosion at one point that was likely to have been caused by the heavy rain in the previous week. The stormwater ponds were all nearly full, with approximately 0.3-0.5 m of freeboard. The contents were a relatively clear brown colour, and the lowest pond had an iron oxide sheen present on the surface. The downstream stormwater drain had recently been cleared of vegetation and there were no obstructions to flow. Silt controls were in place, and appeared to be effective as the

Annual report 2013-2014

the time of the inspection with 5 mm of rain over the past three days. Significant earthworks were being undertaken at the site. The contractor on-site outlined that the whole area was being prepared for eventual filling. Pipe had been laid down the length of both channels to pipe the spring water. Stormwater pipes and risers had also been installed to intercept stormwater from the surrounding pasture. At the time of the inspection, the contractor was digging a retention/silt pond for