Decision Letter - Change to an Existing Approval - 010.2006.00001015.002 [As Published] · 142006.1015.02

                                                                                         2006/1015

2.    Stormwater drainage for the car parking areas at the front of the development must drain via a
      pipe system to a grease/oil arrestor prior to discharging into Council’s drainage system. An
      engineering drawing must be submitted to Council prior to the pre start meeting.
3.    Prior to the commencement of construction works a Traffic Management Plan shall be
      submitted to Council for approval. This document shall contain information of truck movements
      to and from the site. These movements are not to disrupt the general traffic using Walter Hay
      Drive.
4.    All waste management shall be in accordance with Council’s Environment Health Section’s
      approved Waste Management Plan for the development.
5.    Works shall be undertaken in accordance with the approved Environmental Management Plan
      prepared JF&P Consulting Engineers and dated 7th August 2006.
6.    Stormwater works shall be undertaken in accordance with the approved Stormwater Infiltration
      System Maintenance Plan dated 16 August 2006 and the approved Site Based Stormwater
      Management plan dated 16 August 2006 and both prepared by JF&P Consulting Engineers.
7.    The applicant shall submit certification from a RPEQ that the proposed stormwater system will
      achieve a level of treatment equal to or above the standard of the design as detailed in the
      approved Drainage Design plan no 0379 SK 05B dated October 2005 and prepared by Greg
      Gibbs Architects.
8.    Exclusion construction fencing shall be installed prior to the pre-start meeting. This fencing
      shall designate any areas where no construction shall take place and shall ensure protection
      of any retained vegetation on the site. This fence shall be a minimum of star picket
      construction with two strand wire and orange tape to ensure it is clearly visible.
9.    Erosion and sediment control measures shall be installed prior to works commencing on the
      site.
10.   There shall be one entry/exit point to the site for construction vehicles and this entry point shall
      have a vehicle wash-down bay installed prior to the pre-start meeting. No vehicles shall exit
      the site without passing through the wash-down bay to ensure sediments do not leave the site.
11.   Erosion and sediment control measures shall generally be designed in accordance with the
      Institute of Engineers, Australia – Soil Erosion and Sediment Control Manual for Construction
      Sites 1996 at a minimum and any improvements or additional requirements shall be installed
      as needed on site or as directed by Council staff.
12.   A footpath 2.5 metres wide shall be constructed across the frontage of the development from
      the pedestrian refuge in Water Hay Drive to the north boundary of the property. The footpath
      shall have a slip resistant surface. The alignment, of which, shall be determined on site with
      Council’s Construction Technical Officer. The expansion joints in any bikeway/footpath shall
      be “sawcut” not trowel jointed.
13.   The total required pavement thickness shall be based on the Department of Transport’s
      Pavement Design Manual using soaked CBR tests of the subgrade.
      The design pavement thickness, together with CBR test results shall be submitted to Council’s
      Manager - Land Development for approval prior to placement of pavement material.
14.   Suitable sediment control devices ("in pit” pollution control devices) shall be temporarily
      installed into the first existing external downstream stormwater structure.
      These devices are to be checked and cleaned on a regular basis and specifically after each
      rain event.

      These devices are to remain in place during the civil works and construction phases of the
      development.

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2006/1015

 

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11.

12.

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Stormwater drainage for the car parking areas at the front of the development must drain via a
pipe system to a grease/oil arrestor prior to discharging into Council’s drainage system. An
engineering drawing must be submitted to Council prior to the pre start meeting.

Prior to the commencement of construction works a Traffic Management Plan shall be
submitted to Council for approval. This document shall contain information of truck movements
to and from the site. These movements are not to disrupt the general traffic using Walter Hay
Drive.

All waste management shall be in accordance with Council’s Environment Health Section’s
approved Waste Management Plan for the development.

Works shall be undertaken in accordance with the approved Environmental Management Plan
prepared JF&P Consulting Engineers and dated 7th August 2006.

Stormwater works shall be undertaken in accordance with the approved Stormwater Infiltration
System Maintenance Plan dated 16 August 2006 and the approved Site Based Stormwater
Management plan dated 16 August 2006 and both prepared by JF&P Consulting Engineers.

The applicant shall submit certification from a RPEQ that the proposed stormwater system will
achieve a level of treatment equal to or above the standard of the design as detailed in the
approved Drainage Design plan no 0379 SK 05B dated October 2005 and prepared by Greg
Gibbs Architects.

Exclusion construction fencing shall be installed prior to the pre-start meeting. This fencing
shall designate any areas where no construction shall take place and shall ensure protection
of any retained vegetation on the site. This fence shall be a minimum of star picket
construction with two strand wire and orange tape to ensure it is clearly visible.

Erosion and sediment control measures shall be installed prior to works commencing on the
site.

There shall be one entry/exit point to the site for construction vehicles and this entry point shall
have a vehicle wash-down bay installed prior to the pre-start meeting. No vehicles shall exit
the site without passing through the wash-down bay to ensure sediments do not leave the site.

Erosion and sediment control measures shall generally be designed in accordance with the
Institute of Engineers, Australia — Soil Erosion and Sediment Control Manual for Construction
Sites 1996 at a minimum and any improvements or additional requirements shall be installed
as needed on site or as directed by Council staff.

A footpath 2.5 metres wide shall be constructed across the frontage of the development from
the pedestrian refuge in Water Hay Drive to the north boundary of the property. The footpath
shall have a slip resistant surface. The alignment, of which, shall be determined on site with
Council's Construction Technical Officer. The expansion joints in any bikeway/footpath shall
be “sawcut” not trowel jointed.

The total required pavement thickness shall be based on the Department of Transport’s
Pavement Design Manual using soaked CBR tests of the subgrade.

The design pavement thickness, together with CBR test results shall be submitted to Council's
Manager - Land Development for approval prior to placement of pavement material.

Suitable sediment control devices ("in pit” pollution control devices) shall be temporarily
installed into the first existing external downstream stormwater structure.

These devices are to be checked and cleaned on a regular basis and specifically after each
rain event.

These devices are to remain in place during the civil works and construction phases of the
development.

Page 3 of 16