GIA application and Court Judgement Part 1 of 2 132006.268..02

 

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18B. The Conceptual Effluent Treatment and Disposal Strategy prepared by Gilbert and Sutherland,

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dated October 2009 assumes a combined bottled/bulk water production volume of 24 ML/annum,
which produces 7.2 ML/annum of waste water. If the production rate increases over 24 ML/annum,
additional settlement ponds, chernical treatment and flocculation is required in addition to those
measures specified in the Conceptual Effiuent Treatment and Disposal Strategy and condition 18A
of this approval. These additional measures are to be achieved through larger (vertical) holding
tanks and chemical dosing within the approved development footprint Erosion & Sediment
Control ,

Any person acting on this permit shall prevent erosion and sediment export fram leaving the site.
Site contro! measures such as silt fencing, controlled gravel access to the site and controlled
disposal of waste, will be necessary. In this regard plans detailing the methods of controlling
erosion and sediment are required to be submitted to the Council for approval prior to obtaining a
Development Permit for Operational Works,

Generali

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For the following classes of work associated with development, a Development Permit for
Operationa! Warks must be obtained prior to commencement of works relating to that class of work,
The application may combine any or all of these classes of work:-

* Access and/or Carparking.
. Roadworks,

° Stormwater Drainage.

. Frontage Works.

. Erosion & Sediment Control

A suitably qualified Registered Professional Engineer shal} prepare engineering drawings and
specifications for all engineering works that will become Council infrastructure, which shall be
submitted in conjunction with an application for a Development Permit for Operational Works. in
this regard a DXF/DWG file on GDA94 zone 56 grid of the proposed cadastre layout is to be
submitted in conjunction with any application for Operational Warks.

Digital detailed designs including drawings, calculations, specifications and a schedule of works,
shall be submitted with any application for a Development Permit for Operationai Works in respect
of roadworks and stormwater drainage works. The design shall be in accordance with Council's
Planning Scheme Policy PSPO5 — Engineering Design Standards — Roads, Drainage and
Earthworks. To avoid conflict with underground pipes or services, all existing and proposed
services required by the development shail be shown on the plans.

To facilitate production of As Constructed drawings it is suggested that all design drawings are
submitted in the Asset Design and As Constructed (ADAC) digital format. (Guidelines on the use of
ADAC are available at www.adac.com.au).

As Constructed drawings and data shall be certified by a quatified experienced Civil Engineer for
design intent, and a Licensed Surveyor shall certify the cadastre and the location, level and type of

all services and structures. All of which shall be submitted to Council for checking and for Council's
records.

The data must fully detail levels for all engineering works including but not limited to drainage
structures, finished ground levels and pavement surface levels. The data shall be submitted in the

Asset Design and As Constructed (ADAC) digital format. (Guidelines on the use of ADAC are
available at www,.adac.corn.au),

Approval of works shail not be granted until all As Constructed information has been supplied and
accepted by Council.

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