Attachment D - SCG statement · MCU18/0078

14 June 2018
SCG Ref: 28064(L1)


By email: [email protected]


Attention: Nadine Gorton
Martoo Consulting
PO Box 1684
NOOSA HEADS QLD 4567



Dear Nadine

                   Re: Operational Works OPW18/0117 – 165 Gympie Terrace, Noosaville

We have received, and reviewed Council’s recent Information Request dated 29 May 2018.

We comment on the engineering related issues raised: -

Issue 5 – Vehicle Maneuvering

We have revised our drawings to show the B99 movement path is in accordance with AS/NZS2890.1.2004. A
B99 path was not able to achieve entry into Unit 2 garage in a single motion, hence a three-point turn has been
adopted.

Issue 7 & 8 – Stormwater

We have revised our drawings to indicate the expected Q20 discharge rate from each outlet point onto Gympie
Terrace. During a Q20 storm it is unlikely pedestrians will be utilising the crossing point during a downpour of
250mm/Hr. We have noted on Google Maps that there is already a low point (sag) in Council’s kerb and
channel, in the area of the crossing so there is already likely to be ponding water within the road reserve.

Issue 9 – Overland Flow

The Developer/Builder has provided additional survey information taken within the neighbouring allotment which
indicates that there will be no additional ponding of stormwater as a result of this development. The drainage
lines shown on our original stormwater drainage plans have now been deleted.


Yours faithfully



SEAN RICHARDSON – RPEQ 5835
For and on behalf of
SCG CONSULTING ENGINEERS