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Appendix E - Engineering Report & Plans

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Plans and drawings

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        time of 1.5s and downhill grade of 5%. It is considered a reaction time of 1.5
        seconds to be suitable for this location as there is an existing intersection to the
        south of the proposed development. It should be noted the access locations for
        the proposed lots are an existing driveway.

        Refer to Appendix B for detailed stopping site distance plans.

5.0     STORMWATER MANAGEMENT

        5.1   Stormwater Connection and legal point of discharge

              The existing dwelling utilises rainwater tanks for water supply. Surcharge
              from rainwater tanks sheet flows towards existing stabilised steep
              vegetated gullies.

              The proposed building envelope for lot 2 is clear of lot 1 existing discharge
              locations and will not suffer from nuisance flows.

              Similarly proposed lot 2 will require rainwater tanks for water supply and
              irrigation/reuse. Should the tanks become full or overflow a level
              spreader will see discharge returned to sheet flow toward existing gullies.
              There are no properties downstream that can be impacted by nuisance
              flows.

6.0     SEWERAGE

        The existing property is serviced via an onsite effluent disposal system. It is
        proposed that the new allotment be serviced via similar system. Detail design of
        the system will be undertaken by a suitably qualified consultant at BA.

7.0     WATER

        Water supply to the existing allotment and proposed lot 2 will be via rainwater
        tanks sized to BCA requirements.

8.0     CONCLUSION

      The proposed 2 lot subdivision over existing Lot 3 RP131369 can be serviced by
      the use of roof water tanks and on site sewer effluent disposal systems. Access to
      the site will be via Black Mountain Road Range and the existing driveway.

      There are no constraints or impediments to the proposed residential development
      that cannot be overcome with good operational work engineering design.


________________________________________________________________________
A6682/22-Engineering Report/96 Black Mountain Range Road, Black Mountain 3
July 2022
                                      ALTA PROJECTS
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