performance of scheme in all floods exceeding 750
cumecs at Rimu St.
Funding
Maintenance funded by: Targeted rate over the New
Plymouth District
Damage repairs funded by: Rates (as above)
Financial reserves
Reprioritising works
Loan
page
Lower Waiwhakaiho Flood Control Scheme Asset Management Plan
Updated – 25 August 2020 4
Financial reserves
Aim to: - Build up reserves to meet above average planned
expenditure.
- Draw down reserves to meet
Stratford District Council
SH State Highway
SHIP State Highway Investment Proposal
SIG Special Interest Group
SNP Safe Network Programme
SPR Special Purpose Road
STDC South Taranaki District Council
STE Stock Truck Effluent
TAIP Transport Agency Investment Proposal
TEFAR Targeted Enhanced Financial Assistance Rate
TIO Transport Investment Online
TP Transport Programme
TRC Taranaki Regional Council
TSIG Transport Special Interest Group
VDAM Vehicle
supported at levels of 50% to 75% by central government with maintenance and
operating costs at rates of around 33%. A review of documents from the time suggests this national support
typically amounted to over $114m per annum in today’s dollars.
In the three decades since the central government stopped funding flood protection works, the Crown’s
assets have received flood protection at a cost to regional and targeted local ratepayers, with no
contribution from the Crown1. These
including loss of gate control, the scheme operated with few major issues. In comparison with
previous monitoring years, compliance with residual flow requirements was high, continuing on from the
significant improvement noted in the 2014-2015 monitoring period. Management of the level of Lake
Opunake improved from the previous period, as maintenance works and changes to operations led to a
reduction in the rate of water lost during station shutdowns. Unfortunately, the maintenance works required
TDF is not operational during maintenance or breakdown;
the sludge volume exceeds the operational capacity of the TDF; and
the TDF is being upgraded.
8. The land proposed for the discharge in this application was approximately 4.2 ha. The
application states that it would therefore likely provide sufficient capacity for disposal
of 10,000 wet tonnes of sludge. However, recognising the maximum proposed
discharge rate of 2000 tonnes/ha, and taking account of buffer distances, NPDC
Duration of consent
b) Imposition of limits on or relating to discharge or
ambient concentrations, or on or relating to
mass discharge rates
c) Best practicable option to prevent or minimise
any adverse effects on the environment
d) Location of any facilities or equipment
discharging to air in relation to surrounding land
uses
e) Visual effects, loss of amenity value of air,
chronic or acute human health effects, soiling or
damage to property, odour, annoyance and
Appendix II Fonterra Whareroa water abstraction: Hydrographs and summary statistics 2019-2020
Appendix III Fonterra Whareroa wastewater constituent mass loads (Annual estimates 2010-2020)
List of tables
Table 1 Product manufactured at Fonterra annually 3
Table 2 Summary of resource consents held by Fonterra for the Whareroa site 6
Table 3 Summary of abstraction rate data for 2019-2020 11
Table 4 Limits for stormwater composition for each parameter 2019-2020 (consents …
transport network, integrated across the whole transport
system, which enables Taranaki to thrive and to lead sustainably prosperous New Zealand.”.
Long-Term Plans
The Council’s Long-Term Plan (LTP) describes how the council is to deliver the outcomes agreed to
by the local community, the level of rates expected for the first three years of the LTP and other
information pertinent to the community. One aspect of a LTP is to set out public transport activities
and funding sources
race and
lake water levels was generally good. With regard to the management and recording of flows within the
diversion race, performance has improved significantly compared to previous monitoring years, with no
significant loss of data. This is the second consecutive monitoring period to record no such occasions of lost
data since monitoring has focused on the continuity of the data record. There were only three occasions
where required flow rates were not complied with. The first related to