Council archive · source document
Rap Approval · RAP15/0034
Attached to the e-mail OPW16/0020 - Operational Works Application.
Stormwater Drainage
10. The site must be provided with a stormwater drainage system connecting to a lawful
point of discharge. The works must be undertaken in accordance with an Operational
Works approval and be generally in accordance with drawing number 25353-B3 dated
October 2015 prepared by SCG Consulting Engineers.
11. All stormwater runoff from the development must be directed to Council’s drainage
system in Witta Circle.
Geotechnical Stability
12. Excavation of the site and the construction of the proposed works shall not have any
adverse affects on the stability of adjoining buildings and/or structures and/or services
and/or lands. In this regard a Registered Professional Engineer Queensland shall
supervise the excavation of the site and the construction of the new works to
determine whether any additional measures are required to protect the stability of
adjoining buildings and/or structures and/or services and/or lands.
13. The use of vibratory equipment of any kind is not permitted to be used (including
vibrating rollers and the use of vibrating installation techniques for sheet piling and
other construction vibrations caused by excavating, earthmoving or demolition
machinery or other similar construction techniques) unless approved and supervised
by a Certified Geotechnical Engineer. Under such circumstances the operator of
such equipment shall at all times comply with the directions of the Geotechnical
engineer and the reasonable and lawful directions of Council officers.
14. Certification of the completed works must be provided to Council by the supervising
engineer. The certification shall state that the completed works conform with all
aspects of the design and that the completed works will not have any adverse affects
on the stability of adjoining buildings and/or structures and/or services and/or lands.
Earthworks and Retaining Walls
15. All excavation works and associated retaining works must be undertaken in
accordance with an Operational Works approval, and contained entirely within the
subject site unless written permission from the respective landowner(s) is provided to
Council.
16. Structures must be designed and constructed such that they are free standing within
the site and must not create any additional loads on to the existing revetment wall.
Acid Sulfate Soils
17. As the site is located below the 5m AHD, any excavation works consisting of 100m3
or greater and/or any filling works consisting of 500m3 or greater and with an average
depth of 0.5m or greater will need to be carried out in accordance with State Planning
Policy 2/02 Planning and Managing Development Involving Acid Sulfate Soils and the
recommendations of the Acid Sulfate Soil Investigation Report Number J000154-001-
R-Rev0 dated November 20152 prepared by Core Consultants. In this regard
appropriate testing and supporting documentation prepared by a suitably qualified
specialist must be submitted to Council for approval prior to obtaining a Development
Permit for Operational Works
Damage to Services and Assets
18. Any damage caused to existing services and assets as a result of the development
works must be repaired at no cost to the asset owner at the following times:
Page 3 of 5
Document Set ID: 19997997
Version: 1, Version Date: 11/12/2015 Print Date: 11 December 2015, 11:47 AM
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