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Minor Change Existing Approval - 132008 176 07 (As Published) · 132008.176.07
Pedestrian and Bicycle Facilities
45. Pedestrian and bicycle facilities must be provided for the development. The works must be
undertaken in accordance with an Operational Works approval and must include in particular:
a. A footpath constructed in the Serenity Close road reserve connecting the existing
pathway network to the proposed site entry.
b. Signage and lighting at strategic locations to direct people to building entries and
facilities.
c. A total of 50 bicycle parking spaces. Secure cycle parking is to be made available for
customers and staff of the premises at all times during business hours. The proposed
facilities are to be located to ensure compliance with AS2890.3 with regard to their
access, location and design.
d. End of trip facilities involved 50 lockers, 10 showers and change rooms.
Condition 45a is imposed pursuant to s145 of the Planning Act 2016 being non-trunk
infrastructure.
Stormwater Drainage
46. Prior to the lodging of a development application for Operational Works, provide and have
endorsed by Council updated architectural plans, preliminary engineering plans, and
Stormwater Management Plan, which addresses the following:
a. Acceptance of all external catchments
b. Provide sizing and nominate the locations of roofwater harvesting tanks. The tanks are
to be sized to provide 80% reliability to supply water for landscape irrigation and pool
top up.
c. Provide a method of removal of gross pollutants from all surface runoff (eg litter
baskets)
d. Provide treatment of internal site runoff such that the pollutant removal requirements
of AO6.1 and AO6.2 of the Water Quality and Drainage Code are achieved prior to
discharge to surface waters or infiltration to groundwater. Provide MUSIC modelling to
demonstrate this will be achieved by the proposed stormwater treatment train.
e. Provide in-situ hydraulic conductivity testing at the locations and depths nominated for
Rapid Infiltration Pits and demonstrate that the assumptions regarding infiltration rates
will be achieved. If not achievable, provide a revised design.
f. Ensure the proposed method of stormwater management achieves no net reduction of
rainwater infiltrating the sand dunes beneath the site. This may be achieved either by
infiltrating all flows up to the 10%AEP or by alternative measures designed and
managed in accordance with a groundwater recharge and discharge management plan
prepared by a suitably experienced and qualified groundwater hydrologist. The
groundwater recharge or discharge must demonstrate that the development does not
affect groundwater balances beyond the property boundaries.
g. Updated the maintenance and management plan of the Stormwater Management Plan
to reflect any changes.
All works are to be undertaken in accordance with the updated endorsed plans.
Page 7 of 31
Document Set ID: 24809674
Version: 9, Version Date: 27/05/2026
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