Application No. DAInfoReq 12724260

                                                                                 MCU14/0049



Information Required
2      Submit amended plans that demonstrate compliance of the proposed parking
       spaces with Australian Standard.

Issue
Vehicle Manoeuvring – lack of vehicular turning areas at the ends of the driveway aisles on
the basement and ground levels.

Information Required
3      Provide amended plans that demonstrate that adequate turning areas (for B99
       Vehicle) are provided at the dead ends of the aisles on the basement floor level (the
       elevations plan No OGSS-001-06 Rev B indicates that this aisle terminates with RC
       Block Wall) and on the ground floor level. Suggested measures for consideration
       may include eg deletion of storage spaces 167 (on the basement floor level) and
       215 or 207 (on the ground floor level level) to provide the required turning areas.

Issue
Loading docks - Ground Floor.

Information Required
4      Provide information of type of vehicle/s, dimensions and line making details for the
       loading docks on the ground floor level that demonstrate adequate loading space
       available, such that no hindrance or obstruction is created to the movements of
       other vehicles accessing the site or the driveway to the storage units.

Issue
Water Sensitive Design - The proposal has not demonstrated compliance with Water
Sensitive Design Code of The Noosa Plan or the Queensland State Planning Policy for
Water Quality Management.

In particular, the Queensland State Planning Policy requires that all new developments
must be designed to remove 80% Total Suspended Solids, 60% Total Phosphorous and
45% Total Nitrogen from stormwater released from the site compared to if no
filtration/mitigation was provided. There are a number of ways this can be achieved. Healthy
Waterways has issued a Deemed to Comply Solutions document which is one method to
achieve the required pollutant reduction. This solution requires that all hardstand areas
drain to a bio-retention basin whose filter media area is sized to equate to 2.2% of the size
of the contributing catchment. The filter media surface is typically set 30cm below the
surrounding surface level. To avoid short circuiting, fall hazards, and general amenity,
adequate area must also be provided in addition to the filter media area to allow batters to
be incorporated between the surface level and filter media level. The receiving stormwater
pipework system also generally needs to be located at least 1m below the surface level.

Information Required
5      Demonstrate how the development has adequate area and stormwater drainage
       capacity available to meet the requirements of the Noosa Plan Water By Design
       Code and Part H, Appendix 3 of the Queensland State Planning Policy.
6      Provide preliminary stormwater management plans demonstrating adequate
       drainage to and from the water treatment device(s) is achievable




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