Attachment 7 - Civil engineering report and plans

                                                                                                          STP CONSULTANTS




         Figure 3.3 – Proposed stormwater schematic layout (STP). Refer Appendix A.


3.6      SITE EARTHWORKS
         Existing site levels and grades are to be maintained. A minimal volume of fill may be required for building pad
         works.


4.       Water Supply and Sewerage
4.1      WATER CONNECTION
         The new buildings will connect into the existing internal reticulation as illustrated in Figures 3.1 and 3.2 above. All
         new and amended fixtures will be subject to a Plumbing and Drainage Application to Noosa Shire Council. It is
         unlikely that the existing connection to the Unitywater infrastructure will require upgrading. This is located to the
         north of the main entrance in Cooyar Road and fed by a crossing from the 150mm main located on the opposite
         side.

4.2      SEWER CONNECTION
         The new buildings will connect into the existing internal reticulation as illustrated in Figures 3.1 and 3.2 above. All
         new and amended fixtures will be subject to a Plumbing and Drainage Application to Noosa Shire Council. It is
         unlikely that the existing connection to the Unitywater infrastructure will require upgrading.

         As illustrated in Figure 4.1, the site is traversed by existing Unitywater sewer infrastructure. Any construction within
         5m of this 300mm trunk main will require approval from Unitywater under Queensland Development Code MP1.4.




Civil Engineering Report | STP21-1452                                                                                       7