Appendix C - Ecological Assessment

               (II)    Conslructed such that II Is Immune from flooding during a peak 1O
                       year ARf event and has maximum depth of Inundation of 250 mm
                       and OV < 0.6 during a peak 100 year ARI flood event. Crossings
                       shall be constructed such that there are no offslte flood impacts on
                       land not owned by Council. Further, the road crossings shall be
                       constructed such that they do not change the standing water level
                       wilhfn the land upstream of the road;
               (Ill)   Aligned generally along the centreline of the existing track and varied
                       where necessary to preserve existing significant vegetation;
               (iv)    Remove the temporary tumaround area adjacent to Lot 9;
               {v)     A temporary turnaround facility must be constructed adjacent to the
                       eastern boundary of Lot 49. The temporary turnaround faclllty must
                       be In accordance with an Operallonal Works approval and must be of
                       sufficient size to accommodate the 3-polnt tum manoeuvre of a
                       Waste Collection Vehicle (WCV);
               (vi)    Intersections with the proposed Internal road; and
               (vii)   Installation of street lighting at the Intersections and elsewhere as .
                       required.
              These works must be completed prior to the sealing of the Survey Plan for
              Stage 2.

      (c)     Stage 4 - that part of Hollett Road extending from the cul-de-sac turnaround
              area adjacent to Lot 49 to the eastern side of the Walter Hay Drive culvert
              shall be:
              (I)      Designed and constructed with a 4 metre wide sealed surface on a 4
                       metre wide formation;
              (ii)     Include a·slngle passing bay on the eastern side of Walter Hay Drive
                       underpass and a *Give Way" sign, and elsewhere where site lines
                       are obstructed;                                                 ·
              (iii)    That part of Hollett Road extending from the eastern side of the
                       culvert for Walter Hay Drive to the existing access track within Lot 52
                       shall be designed and constructed with a 4 metre wide gravel surface
                       formation; and
              (iv)     The temporary turnaround adjacent to the eastern boundary of Lot 49
                       must be sealed.
19.   A new intersection with Hollett Road must be constructed at a point approximately
      100 metres from Eumundl-Noosa Road, and joining the new formation of Hollett Road
      (required by condition 16) to the existing formation. The works must be undertaken
      In accordance with an Operational Works approval and must Include In particular:
      (a)     vehicle priority maintained east/west along the existing Hollett Road;
      (b)     provision of sight distances adequate for the design speed of the road;
      (c)     Street slgnage and line-marking; and
      (d)     Street lighting with the number of street lights and their location to be
              determined at operational works stage.
      These works must be completed prior to the sealing of the Survey Plan for Stage 1.
      Site Access and Driveways
      A sealed access driveway must be provided for all lots with a swale/bloretention
      swale drain located In their frontage, if applicable. The access driveway must extend
      from the edge of the road formation to the property boundary. The works must be
      undertaken In accordance with an Operational Works approval and must include in