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Appendix E_Geotechnical Investigation
Attached to the e-mail MCU15/0109 Geotech and Bushfire Hazard reports - Links Drive Noosa Heads.
Borehole No.
BH07
Page 1 of 1
Engineering Log - Borehole Project No.: 15193
Client: Altum Constructions Commenced: 08/10/2015
Project Name: Proposed Precinct Developments Completed: 08/10/2015
Hole Location: Resort Drive, Noosa Springs Logged By: BIW
Hole Position: See Site Plan Checked By: ACD
Drill Model and Mounting: Edson CP1 Inclination: RL Surface: No survey
Hole Diameter: 100 mm Bearing: Datum: Operator: Contract Drilling
Drilling Information Soil Description Observations
Relative Density
Classification
Penetration
Pocket DCP Test (Depth:Blows/100mm)/
Consistency
Graphic Log
Samples Material Description
Penetrometer Structure and
Condition
Recovery
Tests soil type: plasticity or particle characteristics,
Moisture
Support
Symbol UCS Additional Observations
Method
secondary and minor components, colour
Water
Remarks RL Depth (kPa)
(m) (m)
100
200
300
400
500
SP SAND, fine to medium grained, grey and pale VL to 0.00: 0
grey L 0.10: 1
0.20: 1
becoming pale grey 0.30: 2
0.40: 2
0.50: 1
0.60: 2
0.70: 2
L 0.80: 2
0.90: 2
1 1.00: 3
1.10: 3
1.20: 3
1.30: 2
1.40: 3
1.50: 3
1.60: 4
1.70: 3
1.80: 4
1.90: 4
2
MD 2.00: 4
2.10: 5
TECTONIC 1.01.1 LIB.GLB Log 1 TECTONIC BOREHOLE 15193.GPJ <<DrawingFile>> 09/11/2015 13:06 8.30.004 Datgel Lab and In Situ Tool - DGD | Lib: Tectonic 1.01.1 2015-01-19 Prj: Tectonic 1.01.1 2015-01-19
2.20: 6
2.30: 7
2.40: 7
2.50: 8
2.60: 10
M 2.70: 9
2.80: 11
2.90: Augered to 4.6m
AD/T
3
Groundwater seepage encountered at 5.5m BGL
4
D
4.60: 8
4.70: 9
4.80: 15
4.90: 18
5 5.00: Augered to 5.4m
5.40: 18
SM Indurated SAND, fine to medium grained, dark 5.50: 22
grey, weakly cemented
W VD
6
Hole Terminated at 6.00 m
Method Penetration Water Samples and Tests Moisture Condition Consistency/Relative Density
AD/T-Auger Drilling TC Bit No resistance Level (Date) U - Undisturbed Sample D - Dry VS - Very Soft
RR - Rock Roller ranging to D - Disturbed Sample M - Moist S - Soft
RD - Rotary Drilling refusal Inflow SPT - Standard Penetration Test W - Wet F - Firm
NMLC -Rock Core Partial Loss VSt - Very Stiff
HA - Hand Auger Complete Loss H - Hard
Plastic Limit VL - Very Loose
Graphic Log/Core Loss L - Loose
Classification Symbols < PL MD - Medium Dense
Support Core recovered (hatching and Soil Descriptions
indicates material) = PL D - Dense
T - Timbering < PL VD - Very Dense
Core loss Based on Unified Soil
Classification System
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