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003 ECM_22828362_v1_Reference Document - OPW23 0189 · OPW26/0094
Project No. PG-10899 Page | 2
November 2023
Ref: PG-10899, 2023-10-16, ASR VER 3
DD Sunnyside CD Sunnyside Pty Ltd – Acid Sulfate Soil Investigation - Proposed Residence, 30 Mossman Court, Noosa Heads
2.0 METHODOLOGY
The investigation comprised the drilling and sampling of one (1) boreholes to a depth
of 9.0m, using a Compac 018 drilling rig fitted with 100mm solid flight augers, and one
(1) hand auger across the proposed building area. Dynamic Cone Penetrometer
(DCP) testing was conducted adjacent to the boreholes.
The deeper borehole was sampled for Acid Sulfate purposes, in addition to
geotechnical sampling.
Additional borehole drilling and testing will be required when access to the remainder
of the site becomes available.
The boreholes were located by an experienced geotechnical engineer with
reference to the site features and locations were recorded. At the completion of the
drilling, the holes were checked for groundwater intrusion and then backfilled.
The soil classification descriptions and field tests were carried out in general
accordance with Australian Standards.
AS 1726 Geotechnical Site Investigations
QASSIT Queensland Acid Sulfate Soil Investigation
Team Dept. of Natural Resources, 'Guidelines
for Sampling and Analysis of Lowland Acid
Sulfate Soils (ASS) in Queensland, 1998' (Oct.
1998, Revision 4.0).
NOOSA COUNCIL 'SC6.9.3 Acid Sulfate Soils (ASS) Investigation
and management plan
QUEENSLAND State Planning Policy Guideline, December
GOVERNMENT 2013, Acid Sulfate Soils
Borehole records, Dynamic Cone Penetrometer test results and a site plan showing
the test locations are appended to the report.
3.0 SITE DESCRIPTION
The site of the proposed development is located at 30 Mossman Court, Noosa Heads.
The site was bordered by Mossman Court to the south, existing residences to the east
and west, and a canal to the north.
At the time of the investigation, the site was occupied by an existing two storey
residence and detach single garage. The site was relatively level and drainage was
considered poor to fair.
Refer following aerial and site photographs for typical site conditions.
Document Set ID: 22828362
Version: 1, Version Date: 26/02/2024
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