Annexure 1 Negotiated Decision Notice 14 August 2003

 

NOOSA COUNCIL IDAS Development Application Decision Notice

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Fill shail be compacted to 95% relative dry density as per Main Roads De=
registered practicing Geotechnical Engineer shall supervise all the placer~
that ail lots have been compacted to the required standard,

Any existing fill on the site that does not comply with Council’s requiremer—
direction of the Manager Land Development prior to additional filling works <

Following completion of the filling works, the registered Practicing Geotect-
the works shall submit compaction tests across the entire filled areas and
for each lot subject to filling. The extent of fill and each lot site classific: .
metes and bounds survey plan.

Acid Sulfate Soils

Where excavations are Proposed below R.L 5.0m AHD a report shall be
qualified person in conjunction with an application for development perr-
(earthworks), to determine if acid sulfate soils are present on site. {f acid =
site the report shail also outline the required treatment and managemer—
accordance with the requirements of State Planning Policy 2/02 ‘Planning =
involving acid sulfate soils’. -

Erosion & Sediment Control

To protect the environment against siltation/sediment export or soil er
development, an erosion and sediment control plan shall be submitte=
application for a development permit for operational works (earthworks), =
as silt fencing, controlled gravel access to the site and controlled dis
necessary. Prior. to commencement of building works, all physical site <
installed, and the plan adhered to. :

Town Water Supply

The applicant will construct at its cost a second feed in conjunction with the=
Hay Drive access if the anticipated loading on the system for the ultimate
equivalent of 35 tenements.

Sizes of the mains are to be a minimum of 150mm diameter and are to &
analysis carried out by Councils consultants at the applicants cost.

A water supply master plan for ultimate development shall be to the satisfac
Development and shall be submitted in conjunction with an application fo
supply). The Water Supply Master Pian will consider metering of individual
(body corporate) flows as well as the reticulation system and valving
infrastructure will be designed and constructed in accordance with the appr-
Plan.

Sewer Capacity

The applicant at its costs will construct the proposed sewer rising me
discharge to Manhole NV40/01/18 in Eenie Creek Road.

The existing sewer Pump station and rising main are to be upgraded by the
and requirements as detailed in Councils Engineering Design Manual - Wate

A Sewer Master Plan for ultimate development shall be submitted to the res
Manager Land Development in conjunction with an application for a
operational works (sewer works).. All sewer infrastructure will be desi
accordance with the approved Sewer Master Plan.

All internal reticulation works (both water and sewerage) are to be const=
Noosa Council Engineering Standards for Water and Sewerage (depe

classified as private main when completed) and checked by Council

tequirements as per Council standards.

Aoi\databaselonestop\decision.doc