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Appendix E Traffic Impact Assessment Report · MCU22/0038
O6 S6.1 N/A S6.1 not applicable
Driveway run-off is filtered prior to leaving For— Stormwater quality considerations are beyond the
the premises. a) Ancillary dwelling unit, Multiple scope of this traffic assessment.
housing Type 2 if less than 5
carparking spaces, Visitor
accommodation Type 1 and
Homebased business Type 3—
the driveway is formed to drain to
landscaped areas; and
b) for other uses—grease and oil
arrestors or stormwater quality
improvement devices are
incorporated into the design to
treat run-off prior to run-off exiting
from the premises.
Table 14-50 – Car Parking and manoeuvring
Specific Outcomes Probable solutions Compliance Response
ü/û/NA
Carpark design and layout
O7 S7.1 ü Complies with O7
Sufficient carparking is provided to The number of parking and loading The proposed parking provision is in excess of the
accommodate the number and type of bays is not less than the minimum parking rates suggested by Council for
vehicles likely to be generated by the number specified in Table 14-51 implementation as part of forthcoming structure plan
development having regard to the Vehicle Parking amendments (and already applied at other centres
specifics of the use including— Requirements; throughout the Noosa LGA) currently being
negotiated with the proponent and is therefore
a) the type and intensity of land use;
considered to be sufficient to meet peak parking
b) any existing parking available on the
demands.
site; Notwithstanding the above, it is also noted that the
c) hours of operation; subject site is located proximate to a proposed multi-
d) likely numbers of users; modal hub, which would encourage the use of public
e) the peak parking demand periods of transport to access the site as an alternative to
uses on the site; and private vehicles. The location of the subject site is
f) the availability of alternative also likely to result in a significant proportion of
carparking. linked trips with surrounding tenancies, therefore
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