Development Application part 2 Application Forms REC11/0145

     DMC Enterprises Pty Ltd
     ACN 149 541 444
     PO Box 3220 South Brisbane OLD 4101

     1.0          Introduction

     "DMC Enterprises" has been instructed by "LandPartners" to prepare an assessment of engineering constraints
     at 21 Webb Road, Sunshine Beach.

     The study has been commissioned to determine whether the proposed creation of additional allotments, being
     the reconfiguration of an existing 2,653m2 parcel of land into three separate titles, each in excess of 800m2, can
     be adequately serviced.

     2.0          Study Details

     A site inspection was conducted on the 8`h November 2011, with a detailed photo log taken (refer Appendix A
     for photos). BDYD information was also obtained of the local services (refer Appendix B for BDYD information),
     and detailed survey of the site reviewed (refer Appendix C for survey information).

11   3.0          Services

     In regards to the provision of services to the new allotments we make the following comments.


           3.1.   Water Reticulation

     An existing water meter was located at the property entrance on Webb Road (refer photo), with a 100mm
     diameter reticulation main servicing the existing allotment (refer DBYD information for further details).

     It is noted that the existing 100mm diameter main services allotments both higher and lower than the road.

     With the level at the water meter approximately RI-50.0m; with the surface level of the existing building
     approximately RL4S.6m, or 4.4m lower (refer survey).

     Due to the diameter of the existing main and level of the proposed building areas, being much lower than the
     reticulation main, it is expected sufficient pressure and capacity is available.

     Water reticulation could be provided to the new allotments through a common services trench along the
     proposed access easements boundary with Lot 1 on R151243.With the water services connected into the
     existing reticulation main on Webb Road (refer Appendix D for proposed services sketch).


           3.2.   Sewer Reticulation

     An existing sewer manhole was located at the property entrance on Webb Road (refer photo), and also located
     on the survey information (refer survey). Due to the elevation difference with the gravy sewer main located on
     Webb Road, the existing house is serviced by a private pump station that discharges into the gravity reticulation
     system (refer photos).

     It is noted that the existing gravity reticulation main is 150mm in diameter that services only a small local
     catchment before terminating at the pump station located in Ed Webb Park. It is noted that this size main
     should be sufficient to service the increase in demand caused by the proposed additional allotments.

     It is proposed to service the new allotments by private individual pump stations. These pump stations will
     discharged into the existing gravity reticulation system through a common services trench along the proposed
     access easement boundary. It is considered that Council's preference would be for these to be the private