Council archive · source document
Request For Further Information [As Published] · 132008.1491
Officer: Glen Conforti
Direct Telephone: 5449 5379
Response Address: PO Box 141, Tewantin QLD 4565
Email: [email protected]
Our Reference: 2008/1491
Your Reference:
22 September 2008
Ellen R Walker & Warren L Walker
CARE Ellen R Walker
7 Kareela Avenue
NOOSA HEADS QLD 4567
Dear Sir/Madam
Information Request
Integrated Planning Act 1997
I refer to your application and wish to advise that we require further information to satisfactorily
assess the proposal. Please provide 1 copies of all information to be supplied, including an A3 set of
plans and a CD copy.
1 APPLICATION DETAILS
Application No: 2008/1491
Proposal: Detached House
Street address: 51 Witta Circle NOOSA HEADS
Real property LOT: 114 N: 21845
description:
Planning Scheme: Noosa Scheme
2 INFORMATION REQUIRED
The information requested is set out below:
Acid Sulfate Soil Management Plan
1. The State Planning Policy for Acid Sulfate Soils (SPP 2/02) provides a list of outcomes to be
achieved in the event development is assessable in respect of acid sulfate soils. A key
acceptable solution to achieve the outcome requires groundwater to not be extracted in a
manner that will aerate previously saturated acid sulfate soils and prevent the release of
groundwater flows containing acid and metal contaminants into the environment. The Acid
Sulfate Soil Management Plan prepared by Biotrack, Dated 26 August 2008 (ASSMP)
indicates that significant groundwater flow is likely on the site. In light of this statement,
Council is concerned that dewatering of excavations will be required. In this respect, please
amend the ASSMP to address dewatering in accordance with State Planning Policy 2/02.
Please detail the proposed methodology for dewatering and noise management of
dewatering activities.
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2. Council also requires the ASSMP to be amended to address all relevant requirements of
SPP 2/02. In particular, SPP2/02 requires that monitoring strategies and schedules be
detailed within the ASSMP for surface water and groundwater monitoring (for pH, electrical
conductivity, salinity, dissolved oxygen, sulfate, total iron, dissolved iron, filtered aluminium
etc.) and field soil monitoring for field pH (pHF), pH after oxidation with hydrogen peroxide
(pHFOX) and reaction with peroxide etc). In providing this response the monitoring schedule
must reflect changing site conditions with respect to potential changes in soil and water
quality characteristics during the progress of excavation activities.
3. Please justify the relevance of the water quality criteria stated for the site in the ASSMP.
Also provide the reference source for the stated water quality criteria.
4. Please indicate measures that will be implemented to ensure groundwater and ponded water
is not released into the environment prior to effective treatment.
5. Please detail corrective measures that will be implemented in the event performance
indicators of the ASSMP are breached.
6. Please provide a plan showing borehole locations referred to in the ASSMP.
7. Given that ASS are expected to be encountered as a result of proposed excavations,
provide an assessment by an appropriately qualified person of the effects of saline,
sulphurous or acid soil or groundwater upon proposed structures or any other services.
Stormwater
8. Please indicate the direction of stormwater drainage across the site.
Structural
9. Drawing number WD 4.02B by Middap Ditchfield Pty Ltd dated July 2008 indicates that the
proposed structure will bear load on the revetment wall located at the southern property
boundary. It is relevant to note that structures should be designed and constructed such that
they are free standing and are not connected to or imposing a load on the revetment wall. In
this respect, please revise the proposed structure design to ensure that the revetment wall
will not receive any load bearing during the construction or operational phase of the
proposed development.
10. The existing sewer main traverses the northern portion of the site and the ‘zone of influence’
(taken as the area within a 45-degree angle measured from the invert of the sewer main to
the finished surface level) must be accurately located and determined by a licensed
Surveyor and shown on all plans.
To ensure Council’s sewer main is accessible for maintenance purposes and is protected
from risk of damage no structures requiring a building permit (eg. buildings, swimming pools,
retaining walls exceeding 1m in height, raised terraces, etc) shall be constructed within this
‘zone of influence’ or within 1.5m of the centreline of the sewer main, whichever is the
greater. As such please amend all plans to ensure no structures requiring a building permit
are located within the ‘zone of influence’.
Setbacks
11. The Plans indicate a set of stairs located beyond the southern boundary (canal frontage).
Please provide amended plans locating the stairs within the property boundary.
12. Deck 4 is approximately 1.8m above the revetment wall, and does not maintain the visual
continuity and pattern of other structure heights above the revetment wall in Witta Circle. In
this regard please amend plans indicating the deck level no more than 1m above the
revetment wall.
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Under the provisions of the Integrated Planning Act 1997, you have three options available in
response to this Information Request. You may give the assessment manager (in this instance
Council) and each referral agency (if any):
1. all of the information requested; or
2. part of the information requested together with a letter asking the assessment manager and
each referral agency to proceed with the assessment of the application; or
3. a letter:
(i) stating that you do not intend to supply any of the information requested; and
(ii) asking the assessment manager and each referral agency to proceed with the
assessment of the application.
Please be aware that under Section 3.2.12 of the Integrated Planning Act 1997, the applicant is to
respond to any information request within 12 months of the request or otherwise, the application
lapses.
A response to the above is required to be submitted, prior to further assessment of the application. If
any further matters arise as part of assessment of this application, you will be advised accordingly.
Should you have any further queries in relation to the above, please do not hesitate to contact Glen
Conforti on the above number.
Yours faithfully,
Glen Conforti
TECHNICAL OFFICER – LAND USE
c.c Middap Ditchfield Architects
Cnr. Mary & Thomas Sts,
NOOSAVILLE QLD 4566
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