Please provide structural calculations, PS1 and construction details for the proposed
structure on the existing roof level.
The seismic upgrade calculations have not allowed for the mass of the new structure on
the existing roof. Please demonstrate by calculations that the seismic upgrade works
allows for the proposed new structure on the existing roof level to achieve the target
Please revise the plans to comply with the resource consent SR 356224 (public drainage
requirements) as follows;
2. A review of the Wellington Water Limited Wastewater Model has established that there
is insufficient capacity within the existing public WW network to accommodate the
proposed increase in WW discharge. The off-site WW discharge will not therefore be
approved unless mitigating works are undertaken to the approval of the Wellington
Water Land Development Team.
3. To facilitate the WW discharge the applicant will either need to:
Upsize the offsite WW network sufficient to accommodate the increase in WW flows –
the length of the upsize would need to be confirmed.
Store WW flows on site and pump out during off peak periods.
4. The site is identified as being in an area at risk of flooding and private WW laterals shall
be sealed to prevent ingress of flood waters.
5. Where the existing lateral wastewater discharges are no longer in use these shall be
abandoned in accordance with the Regional Standard for Water Services, to the
approval of the Wellington Water Land Development Team.
WRCG Form 396A (WI-015, 040, 060, 110 & 120)
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