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Approved Plans & Compiled Reference Documents - MCU19 0008.02 · MCU19/0008.02
Plans and drawings: the text below has words only, no drawings.
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Borehole No.
HA102
Page 1 of 1
Project No.: PG-2096
Client: Keith & Jeanette Ince Commenced: 07/05/2022
Project Name: Stability Assessment Logged By: SR
Hole Location: 22 Arakoon Crescent, Sunshine Beach Checked By:
Hole Position:
Drill Model and Mounting: Hand Auger RL Surface: No survey
Hole Diameter: Datum: AHD Operator: SR
Drilling Information Soil Description DCP
Classification
Graphic Log
Samples Material Description
Recovery
Tests Fraction, Colour, Structure, Bedding,
Symbol
Method
Casing
Remarks Plasticity, Sensitivity, Additional
Water
RL Depth
(m) (m) 0 5 10 15 20 25
0.10 SP NATURAL SAND (SP) Loose, fine to medium grained, pale yellow
SP brown, moist (with organics).
SAND (SP) Loose, fine to medium grained, pale yellow brown, moist.
HA
0.60
SP SAND (SP) Loose to medium dense, fine to medium grained, pale
yellow brown, moist.
1.00
1
Hole Terminated at 1.00 m
PACGEO 1.01.1 LIB.GLB Log PACGEO BOREHOLE PG-2096 STABILITY ASSESSMENT.GPJ <<DrawingFile>> 10/05/2022 15:13 10.02.00.04 Datgel Lab and In Situ Tool - DGD | Lib: pacgeo 1.01.1 2018-05-15 Prj: Precise 1.01 2016-11-23
2
3
4
5
Method Water Samples and Tests Remarks
AS - Auger Level (Date) U - Undisturbed Sample
RR - Rock Roller D - Disturbed Sample 1. Groundwater not encountered.
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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