undertaken to identify any hazards to water skiing, and in reporting this survey provide
recommendations on how to avoid, remedy or mitigate these hazards. Condition 15 then requires the
publication of a full set of maps identifying these hazards to be erected at various locations and distributed
to various parties.
Condition 16 requires the consent holder to construct and maintain a floating pontoon to allow improved
access for boating at Pukekino Landing while condition 17 requires the
publication of a full set of maps identifying these hazards to be erected at various locations and distributed
to various parties.
Condition 16 requires the consent holder to construct and maintain a floating pontoon to allow improved
access for boating at Pukekino Landing while condition 17 requires the electronic recording of the water
level of Lake Rotorangi, and the provision of records to Council.
Conditions 18 to 22 relate to the provision of upstream and downstream fish passage
publication of a full set of maps
identifying these hazards to be erected at various locations and distributed to various
parties.
Condition 17 requires the consent holder to construct and maintain a floating pontoon
to allow improved access for boating at Pukekino Landing while condition 18 requires
the electronic recording of the water level of Lake Rotorangi, and the provision of
records to Council.
Conditions 19 to 23 relate to the provision of upstream and downstream fish passage
Taranaki Trucking Company Limited’s
cleanfill, Cardiff Road 58
Table 26 Summary of performance for consent 5561-1 To discharge of
cleanfill onto and into land 59
Table 27 Summary of performance for consent 6280-1 to culvert an
unnamed tributary of the Waingongoro River 60
Table 28 Summary of performance for consent 9411-11 To discharge
of cleanfill onto and into land (where it may enter water). 64
List of figures
Figure 1 Regional map showing the locations of cleanfills
Agenda for Ordinary Council meeting April 2017.
Todd Kapuni Gas Treatment Plant KGTP Annual Report 2020 2021
page
10
Figure 1 Location of sewage disposal system and sample sites, Urenui Beach Motor Camp
2.1.2 Receiving environment monitoring
The location of the four sampling sites is shown in Figure 1. A description of each site is
provided in Table 2.
Table 2 Location of bacteriological sampling sites at Urenui Beach Motor Camp
Site Location Site code Map Reference
1 Urenui River SH3 bridge URN000420 1721404 - 5682968
1a Urenui River Footbridge URN000440
of Rule 61
Stormwater structures in defined urban catchments that do not meet the conditions of
Rule 61 are a controlled activity, provided that the stated conditions can be met. The
classification of this activity as controlled recognises the expertise of the organisations
that are likely to be undertaking this type of work. Maps of the defined urban
catchments can be found in Appendix IX. The structure must be no more than 900mm
in diameter, to ensure that adverse effects on the
of wastewater discharged through the ocean outfall 21
page
iv
Figure 3 Daily, average concentrations of suspended solids in wastewater discharge, based on 24 hour
time-proportioned composite samples 22
Figure 4 Daily, average concentrations of fats in wastewater discharge, based on 24 hour time-
proportioned composite samples 22
Figure 5 Daily, average COD in wastewater discharge, based on 24 hour time-proportioned composite
samples 23
Figure 6 Map of sampling
Fonterra Kapuni consent monitoring report 2018-2019