pumping capacity (to the NPDC
wastewater treatment plant). The secondary pond was deepened during 1999-2000 to
increase the storage capacity. The predictive model indicated a much reduced
likelihood of pond overflow of 3 occurrences in total over any 10 year period as a
result of this increased pond capacity and higher diversion pumping rate than
originally proposed.
Previously, NPDC advised that investigations into cross connections between sewer
and stormwater systems would be undertaken to
paid upon this agreement becoming unconditional to the Vendors solicitor trust account
Balance of purchase price to be paid or satisfied as follows:
(1) By payment in cleared funds on the settlement date which is: Wednesday 1st July 2026
OR
(2J In the manner doGcribod in the Further Terms of Sale. Interest rate for late settlement: 10 % p.a.
CONDITIONS (refer clause 9. 0)
Finance required (clause 9. 1):
Finance date:
LIM required (clause 9.3);
Building report required (clause 9.4):
divert the Waiaua River (at a maximum rate of 3,900 l/s) into a
storage lake for hydroelectric power generation.
A water permit to take water from the Opunake Lake beside the Waiaua River for
hydroelectric power generation.
A discharge permit to discharge sand and water from the intake canal into the
Waiaua River.
A coastal permit to erect, place and maintain an outlet structure from the Opunake
hydroelectric power station within the coastal marine area.
A discharge
move at 100% of water
speed (current) and approximately 3% of the wind speed. The figure on the next page
indicates how this information can be used for this purpose.
Some tidal stream and current information is contained on hydrographic charts of the area
and should be used in conjunction with tide tables for the appropriate day. Locations of
maps reflecting tidal stream directions and rates for the Taranaki bite and adjacent areas are
at the end of this Annex.
Wind speed and
preparation of this document.
9. Conclusion
9.1 Based upon observations that I made on a visit to the Uruti Composting
Facility, reports read, and a review of total ammoniacal nitrogen data
obtained by TRC, I conclude the following:
(a) BTW Company (2015) reports potential groundwater ingress into
the ponds. I therefore recommend that RNZ undertake
permeability assessments of the liners. Should it be identified that
a pond liner has a permeability rates greater than 1 x
Policy & Planning Committee agenda November 2018
each
FMU).
Although indigenous forest is the dominant land cover in the upper sections of the Southern Hill Country
and Northern Hill Country FMUs, the proportions of stream reach graded in band A appear relatively high
considering that the geology and terrain in both of these FMUs are particularly prone to high rates of
sediment erosion. It should be noted that there was limited available monitoring data to calibrate the model
in these areas, with data from neighbouring
administrative performance
Besides discussing the various details of the performance and extent of compliance by the Company, this
report also assigns them a rating for their environmental and administrative performance during the period
under review.
Environmental performance is concerned with actual or likely effects on the receiving environment from the
activities during the monitoring year. Administrative performance is concerned with the Company’s
approach to demonstrating consent compliance
performance for the rest of the year is unlikely to achieve the target:
Consent processing and administration: The pre-hearing success rate will be impacted upon by the Mt Messenger consent
process.
Compliance monitoring programmes: The target of completing and publishing all compliance monitoring reports with nine
months of the end of the monitoring period was not achieved with eight reports finished in April 2019.
page
QUARTERLY OPERATIONAL REPORT