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Response to Information Request SCG 0282(L1) · OPW24/0098
SCG Consulting Engineers
ABN 68 669 675 790
6 August 2024
Unit 1/11 Project Avenue,
SCG Ref: 0282(L1) Noosaville QLD 4566
By email: [email protected] P: 07 5455 5604
E: [email protected]
Wyuna Drive P/L TTE
PO Box 1661,
C/- Pivotal Perspective Pty Ltd Noosa Heads QLD 4567
scg-engineers.com
Dear Sir/Madam
Re: OPW24/0098 ~ Lot 12 N 10576, 25 Wyuna Drive, Noosaville
We have reviewed Noosa Council’s request for information dated 29 July 2024 and provide our response to the
Engineering related items.
Issue:
The submitted Geotechnical Investigation Report does not fully address the potential for acid
sulfate soils or groundwater and section 8 of the report provides preliminary comments only.
Information Required
3. Provide an amended Geotechnical Investigation Report that includes site specific
recommendations to address/control the sites potential for acid sulfate soils and
groundwater.
Response
Please see attached letter from the geotechnical engineer. The existing dwelling restricts access for a drilling rig
to conduct testing in further locations, as the dwelling is currently occupied it is nonviable for the client to demolish
the existing dwelling (leaving the site vacant) prior to development approval and detailed building design. Further
testing has been commissioned and we request this information be conditioned prior to any earthworks
commencing on site.
Issue:
Council has concerns with the potential for the proposed works to impact on the groundwater levels in the
area and impact on the structural integrity of building and structures on the adjoining properties.
Information Required
5. Provide a report that is prepared by a suitably qualified person that considers the potential impacts
of the proposed works on the groundwater levels in the area and includes recommendations to
maintain the structural integrity of building and structures on the adjoining properties
Response
The dewatering methodology proposed will consist of dewatering spears installed to the inside the proposed
concrete piled retention (cut-off) wall this will generally maintain groundwater levels outside the proposed piling
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walls to existing levels resulting in minimal drawdown of the water table outside the excavation footprint. Dilapidation reports for both neighbouring properties will be completed prior to works commencing. Further, existing neighbouring sites are already subject to significant tidal variations including king tides albeit with a slightly dampened response. Therefore, the likelihood of additional impacts from construction dewatering is considered unlikely. If you require any further information, please do not hesitate to contact our office. Yours faithfully TOM HARRINGTON – RPEQ 27698 For and on behalf of SCG CONSULTING ENGINEERS Enc PTG Consulting Letter reference: PTG/00259-0002-Rev0 SCG Consulting Engineers Page 2 of 2 SCG Ref:0282(L1)
Page 3
pt; consulting Page 1 of 1 SCG Engineering Holdings Pty Ltd Project Number: PTG/00259 1/11 Project Avenue Letter Number: PTG/00259 - 0002 - RevO Noosaville, QLD, 4566 Project Name: 25 Wyuna Drive, Noosaville Email: [email protected] Acid Sulfate Soils Letter Proposed Residential Development 25 Wyuna Drive, Noosaville At the request of SCG Engineering Holdings Pty Ltd (SCG)PTG Consulting (PTG) have reviewed Noosa Council's request for information with respect to OPW24/0089 dated 29 July 2024 for the above-mentioned address and provide response to the engineering related items. Issue: The submitted Geotechnical Investigation Report does not fully address the potential for acid sulfate soils or groundwater and section 8 of the report provides preliminary comments only. Information Required: Provide an amended Geotechnical Investigation Report that includes site specific recommendations to address/control the sites potential for acid sulfate soils (ASS) and groundwater. Response: The geotechnical investigation Report: PTG/00259 - 0001 - Revi dated 11 July 2024 was submitted which includes preliminary ASS commentary though notes that based on the proposed level of disturbance, three additional boreholes to 4 m depth are required to meet the requirements of the Queensland Acid Sulfate Soils Technical Manual (QASSTM). The boreholes should be appropriately spread across the site. Due to access restrictions on the site caused by the existing house, drilling rig access is not available to gain an appropriate spread across the site. Additionally, hand auger equipment is not considered suitable due to the depth required to be sampled. Therefore, it is recommended that the additional investigations be carried out post demolition in order to appropriately meet the QASSTM requirements We trust this information is satisfactory for your current needs. Should you have any questions, please feel free to contact the undersigned. Regards, PTG Consulting wh Sean Kelly Senior Geotechnical Enginee,r RPEQ 27986 p [0466 424 828 e | [email protected] 25 Wyuna Drive, Noosaville Page 1 of 1 31 July 2024
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