181109-360CC to PP MCU180165 IR Response · MCU18/0165

Table 1 – Waste Management Plan for 25 Kauri St, Cooroy (MCU18/0165)

 Item                            Details
 Waste Generation Calculation    120L / wk / unit

 Recycled Waste General          120L / wk / unit
 Calculation

 Est. General Waste Generation   120L x 17units = 2,040L

 Est. Recycled Waste             120L x 17units = 2,040L
 Generation

 Proposed Bin Size and Qty for   1.1m3 plastic bin with rubber wheels
 General Waste                   2 x 1.1m3 plastic bins required for development

 Proposed Bin Size and Qty for   1.1m3 plastic bin with rubber wheels
 Recycled Waste                  2 x 1.1m3 plastic bins required for development

 Proposed Service Truck          Waste Collection Vehicle (single unit truck 12.5m turning
                                 template)

 Loading Arrangement             Rear loading truck required to service the 1.1m 3 bin

 Proposed Access Arrangement     Entry via either Kauri St or Olivine St and exit via either Kauri St
                                 or Olivine St. Straight drive in, drive out movement. No on-site
                                 reversing proposed or required due to internal road layout. The
                                 location of the bin storage area will enable the WCV to be fully
                                 contained within the site during the collection process.

 Bin Storage Area                All Design and Drafting Site Plan DA/02 details the location of the
                                 proposed bin storage area. It is located near the northern Kauri
                                 St access to the development site.

 Proposed Frequency of Waste     General Waste – Weekly
 Collection                      Recycled Waste - Fortnightly


NC Item 2
The proposed road widening for Kauri Street and Olivine Street.

NC Information Required for Item 2
The road widening works associated with the proposed development shall be as follow:
   a) The width for road widening along Kauri Street frontage to the site must provide a
       width of 11 m kerb to kerb, consistent with the existing road width south of Olivine
       Street.
   b) The road widening along Olivine Street must aim at achieving an overall carriage
       width of 8m kerb to kerb.
   c) Amend the relevant plans in accordance to the above.

Engineering Response to Item 2
360 Civil Consulting understand that both Kauri St and Olivine St, in front of the development
site, are designated as “Local” roads under Council’s Road Hierarchy. This road hierarchy
was confirmed with Council’s Engineering Development Engineer (Mr M. Lewis) during the
preliminary design stage to ensure that the design submitted was in accordance with Council’s
requirements.