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PM Submission Object - Peregian Beach Community Assoc Inc(Barry Cotterell) - Peregian Beach Community Association - MCU16/0153 & REC16/0041
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While this is the developer’s risk, it has a bearing on the risk of non-
completion of the proposed Stage 2 with the visitor accommodation. The
completion of Stage 2, which contains the developer’s limited commitment to
visitor accommodation, must be seriously doubted.
8.1 Summary
PBCAI asks that Council consider the sincerity and likelihood of the developer
providing visitor accommodation when it is left to Stage 2 and the developer’s
record to date of having built no visitor accommodation since 2009.
PBCAI urges Council to reject the application. However, in the unlikely
event it was to be approved, we urge that the stages be reversed to
ensure the provision of some short-term visitor accommodation.
9. Engineer’s report
9.1 Covey Engineers Report - Overview
PBCAI considers this to be a superficial document. The level of investigation,
analysis and recommendations are inadequate for a development of this size
and scale. For example:
- Flooding: The report states that there is no flood study and relies on
water levels at Lake Weyba, over 2.5 kilometres way. Drainage paths
though the surrounding area could cause substantial back up of
rainwater during extreme events. The report does however state that
substantial imported fill material would be required to raise the ground
level of the site. A full, professional flood study would be essential if the
development was allowed to proceed.
- Stormwater: the report refers to a separate SMP (Stormwater
Management Plan), which PBCAI has not viewed, and to "treatment
areas", which are not described. However, the report states
"stormwater discharge will not cause an actionable nuisance". This is
highly questionable. The stormwater discharge into the reserve and
National Park are likely to be problematic during construction and after
completion. During construction, contaminants in the imported fill
material could leach into the natural water courses with impacts on
flora and fauna. Post construction, the high proportion of hard,
impermeable surfaces resulting from the density of the development,
will result in large volumes of stormwater run-off compared to the
current situation, where stormwater is absorbed into the natural areas
within the site. The result of this would be higher flows in natural
drainage channels and potentially increased erosion and flooding in the
National Park.
9.2 Engineering Services Report – Page 5 in response to 2B
The report states:
Document Set ID: 20307893
Version: 1, Version Date: 26/04/2017
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