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Attachment B Geotechnical report
Attached to the e-mail MCU14/0084 Attachment B (3) Geotechnical Report Email 3 of 4.
BRISBANE GOLD COAST CABOOLTURE SUNSHINE COAST
Unit 1 / 35 Limestone Street Unit 5 / 36 Lawrence Drive Unit 3 / 42 Aerodrome Road Unit 4 / 81 Wises Road
Darra Qld 4076 Nerang Qld 4211 Caboolture Qld 4510 Maroochydore Qld 4558
PO Box 3063 PO Box 2011
Darra Qld 4076 Nerang Qld 4211
P: 07 3279 0900 P: 07 5596 1599 P: 07 5499 0755 P: 07 5443 9522
F: 07 3279 0955 F: 07 5527 2027 F: 07 5428 2498 F: 07 5479 1633
[email protected] [email protected] [email protected] [email protected] ABN 51 009 878 899
www.morrisongeo.com.au RPEUQ 2241
Darra Ofice
Email: [email protected]
Job No: DE14/231(refer ME09/068
Ref: 19195b/sc
Author: D Riley
th
14 October 2014
Mr Markus Hasler
c/- Noel Robinson Architects Pty Ltd
GPO Box 353
BRISBANE QLD 4001
Attention: Mr Philliip Lord email: [email protected]
[email protected]
Dear Sir
RE: GEOTECHNICAL INVESTIGATION – PROPOSED RESIDENTIAL CONSTRUCTION
71 SEAVIEW TERRACE, SUNSHINE BEACH
1.0 INTRODUCTION
This report records the results of an investigation of the ground conditions on the site located
at the northern end of Seaview Terrace at Sunshine Beach which shares a common boundary
with the Noosa National Park.
The proposed residence is located on the upper slopes of the allotment, close to the western
boundary. It comprises two and three living levels at RL48.7m, RL45.0m and RL40.8m. An
outdoor pool will be located at about RL40.0m, downslope and to the east of the living areas.
The development will be benched into the natural slope by cutting with some minor filling.
The investigation aim is to assess the ground conditions for the structure support and for the
support on the excavation lines.
Advice and recommendations relating to the following have been provided in this report:-
Stability of cut banks and retaining wall design parameters
Groundwater depths
Load bearing ability of soils
General earthworks recommendations
Footings – shallow foundations or piling support
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Drilling and sampling on the site proceeded through 21 to 25 September 2009 as part of an
investigation for the previous owner and this development plan.
Reference has been made to a previous soil test, slope stability and footing report conducted
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by SCG Consulting Engineers. Their report dated 24 March 2009 [ref No. 19064(S)] refers.
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