Table 1 - Part 6 Cooroy Specific Outcomes [As Published] · 132007.2398

                   Column 1                                              Column 2                                              Column 3
              Specific Outcomes                         Probable solutions (if code assessable)                     Design Response/Comments
Flooding and drainage65                               S14.1 Floor levels for habitable rooms are—          The site is not subject to external flood impacts.
O14 Buildings and other works are designed and
sited to—                                                   a) for areas where minimum floor levels        Floor levels within the site have been
                                                               are available—not less than the             established to take into account overland flows
    a) provide flood free access to premises and               specified level;                            and possible internal impacts from roof water
          flood free habitable areas;                       b) for areas where flood modelling is          and roadways etc. The site is not affected by
    b) allow only minor, short term and infrequent             available—a minimum of 500mm                external catchments that would contribute to
          flooding of non-habitable areas;                     above the modelled flood level; and         adverse site impacts.
    c) ensure drainage does not adversely                   c) for areas where flood modelling is not
          impact upon other premises; and                      available, a minimum of 500mm above         Stormwater management on the site provides for
    d) ensure filling or excavation does not                   the highest known flood level;              the use of the existing farm dams which will be
          adversely impact upon other premises                                                             redesigned to assist in the detention and reuse
          by—                                         AND                                                  of stormwater runoff.
        i. causing ponding of water on the site or
             nearby land;
                                                      S14.2 Where Council infrastructure is                Stormwater discharge will be designed to ensure
       ii. increasing flooding, which adversely
                                                      available—                                           that there is a no-worsening effect downstream
             affects the safety or use of any land
                                                                                                           of the site.
             upstream and downstream; and
      iii. adversely affecting the flow of water in         a) any drainage (including buildings and
             any overland flow path.                           yards) flows to that infrastructure; and    Full details are included in the engineering report
                                                            b) b) the infrastructure has the capacity to   prepared by Brown Consulting.
                                                               accept any additional loading.

Sloping sites                                         S15.1 Buildings are of split level design that       Split level housing is not conducive to seniors
O15 On sloping sites, buildings and structures are    step down the slope or have suspended floor          living.
designed to maximise the use of natural slope and     construction; (See Figure 6.1below)
minimise the need for cut and fill.                                                                        Building designs have been prepared to take
                                                      AND                                                  account of the slope of the site with earthworks
Figure 6.1—Design for sloping site (suspended                                                              being generally limited to a cut/fill depth of 1.5
floor)                                                S15.2 Cut or fill is less than 1.5m in depth;        metres.
                                                                                                           The site sections included on Drawing
                                                      AND                                                  0588_TP_09 provides an indication of the typical
                                                                                                           earthworks proposed on the site.
                                                      S15.3 The distance between the ground and            It is noted that the cut to fill depths across the
                                                      the lowest part of the floor of the building does    residential care facility may exceed 1.5 metres in
                                                      not exceed 3m.                                       some areas due to the size of the building foot
                                                                                                           print required for the facility and the need to
                                                                                                           provide equitable access to the building from
                                                                                                           public access areas.


Table 1 – Code Compliance Checklist – Part 6 - Cooroy Locality Specific Outcomes                                                                          9