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Attachment 1 - Information Request Response
Attached to the e-mail Response to Council’s Information Request - MCU21/0183 & OPW21/0292 - 9 Ruby Street Cooroy.
ingeniir
By providing positive surface drainage in the rear of the lot to Opal Lane the development will
have a beneficial impact on the neighbouring properties to the West.
b. The existing impervious area in the rear portion of the allotment (fronting Opal Lane) is
comprised of 2 sheds and paved landscaping around the pool area totaling 170m2. The proposed
roof area of the new building is 160m2 hence is less than the existing impervious area to be
removed as part of the development, as such will be non-worsening for stormwater runoff.
c. The development only proposes to redirect surface flows on the rear portion of the allotment to
avoid draining to Opal Lane through the neighbouring property to the West; and will drain to
Opal Lane directly as a result which is considered a beneficial outcome.
5. Provide amended plans, prepared by a RPEQ, detailing the proposed roadworks, including
but not limited to :
a. Pavement design, including connection to existing concrete pavement, thickness,
reinforcement, concrete strength, etc.;
b. Stormwater discharge details, including scour protection, cross sections, etc.
a. Refer accompanying engineering plans revised to include the proposed pavement details
matching that of the IPWEAQ standard RS-051 crossover. Details have been added for pavement
connection to existing.
b. The stormwater from the site is to discharge to a kerb adapter in accordance with IPWEAQ
standards. The scour protection is provided by the pavement widening added to opal lane. Cross
sections can be found on the standard drawings for the outlet.
If you wish to discuss this matter further, please contact Daniel Kenna.
Yours sincerely,
Daniel Kenna
Beng CPEng MIEAust RPEQ 15522 NER 3133685 EC 66121
for and on behalf of Ingeniir Pty Ltd
Ingeniir Pty Ltd | 212602-RFI-01
ABN: 99 642 485 363 | PO Box 988 Maroochydore QLD 4558 | [email protected] | 0404157187
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