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Attachment 2 - Geotechnical Stability Assessment
Borehole No.
DCP 03
Page 1 of 1
Project No.: PG-2096
Client: Andrew and Michelle Douglas Commenced: 19/12/2019
Project Name: Proposed Residence Logged By: TTE
Hole Location: 22 Arakoon Crescent, Sunshine Beach Checked By:
Hole Position:
Drill Model and Mounting: RL Surface: No survey
Hole Diameter: Datum: AHD Operator: TTE
Drilling Information Soil Description DCP
DCP TEST
Classification
Graphic Log
Samples Material Description (AS 1289.6.3.2-1997)
Recovery
Tests Fraction, Colour, Structure, Bedding, Blows per 100 mm
Symbol
Method
Casing
Remarks Plasticity, Sensitivity, Additional
Water
RL Depth
(m) (m) 0 5 10 15 20 25
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PACGEO 1.01.1 LIB.GLB Log PACGEO BOREHOLE PG-2096.GPJ <<DrawingFile>> 21/02/2019 17:00 10.0.000 Datgel Lab and In Situ Tool - DGD | Lib: pacgeo 1.01.1 2018-05-15 Prj: Precise 1.01 2016-11-23
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Method Water Samples and Tests Remarks
AS - Auger Level (Date) U - Undisturbed Sample
RR - Rock Roller D - Disturbed Sample 1. DCP refusal met at 3.97m.
WB- Washbore Inflow SPT - Standard Penetration Test
B - Bulk Sample
Classification Symbols and
Support Soil Descriptions
C - Casing
Based on Unified Soil
Classification System
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