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RFI - Eng Response Letter · MCU22/0172
Stormwater Catchment
12. Provide comment certifying that any potential additional catchment volume
from the uphill property (11 Katharina Street) has been accounted for during
the preparation of the Stormwater Management Plan for the subject site.
The Stormwater Management Plan’s internal drainage system has been designed for the
effects of the development. Whilst overland flows from upstream neighbouring properties
are possible, the potential overland volumes are unknown. However, the rear of the subject
site is in an area of cut and will require retaining walls and subsurface drainage for the pool
area. The plans have been updated to accommodate future connection for retaining wall
surface and subsurface drainage to the internal drainage network, thereby managing any
overland flows from upstream properties.
On-site Manoeuvrability
13. Provide an amended Turning Path Plan demonstrating that vehicles are able to
enter the proposed garages and exit the site in a reverse gear (or forward gear
if achievable) without colliding with any future landscaping or structures. The
additional detail must be prepared by a suitably qualified person (RPEQ –
Registered Professional Engineer of Queensland).
Drawing 060 and 061 has been updated to provide this information.
We believe that the above satisfactorily addresses the engineering matters raised in the
information request however, should additional information be required, please contact
our office directly.
Yours faithfully,
RECOR Pty Ltd
Prepared by
Ben Parry
Civil Engineer
BEng (Hons), MIEAust CPEng NER
RPEQ: 28084
P +61 7 5211 1003 A 75 Noosa Dr, Noosa Heads Qld 4567 E [email protected] recorconsulting.com
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