Meyer Judgment Sealed

 

Borehole No.

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Engineering Log - Borehole Project No.: 22511
Client: HM Property Pty Ltd Commenced: 16/1/2023
. Project Name: Proposed Residential Development Completed: 16/1/2023
Hole Location: 39 Picture Point Crescent Logged By: MS
Hole Position: 509063.0 m E 7081074.0 m N MGA2020 Zone 56 Checked By: RKG
.
Drill Model and Mounting: © 4WD Auger Inclination: -90° RL Surface: No survey
Hole Diameter: 100 mm Bearing: 360° Datum: AHD Operator: Tectonic
Drilling Information Material Description and Observations
2
a
5 § - >s q DCP TEST
5 Samples | | g|s Material Description | 28] pene etter (AS 1289,6.3.2-1997)
3 £ Tests 5 2/2 Soil type: plasticity or particle characteristics, | 2.9/2 9 uCcS Blows per 100 mm
£ e 5 Remarks 3 RL | Depth & B secondary and minor components, colour Beles (kPa)
3 S 8 | 8 3 3
=| 7 | ez} (m | im | 6 15 S8/82 gegsgio 5 1 15 2 2%
Skee
TT i AW T T T
SAND, fine grained, gré
i Z ay HW | | |
iI HW | | |
i | Hw \ \ I
i wl tt | \ | \
VW | \ | \
| | | |
becoming pale grey ! |
| | \
lg \ \ |
|S | \ |
Ws \ |
ii} 3 |
IGi\i\|a My |
ys |
| |
| I \
8 I |
z ul t— |
| YZ | Becoming pale grey to pale Brown grey |
: i |
2 i Mp | | |
§ i |
1g
a |
(iii Hole Terminated at 3.00 m |
i 4 i 4 Target depth
a] [ill i | |
al {iii i |
Ss Tiitl 4 |
yi |
al tit 1 \
: | |
a Hii 47 |
Hy fit J |
Ss Trill | \
al [itil 4 | |
gy titi |
a} flili 1 | \
SF Tilt |
g Wii 1 | |
§
- | 54 |
@ Hel | |
a) titi 4 | |
q] fill | \
al [litl \
= Wl |
Sn 1 | | \
Fa | | |
aa | !
2 Method Penetration Water Samples and Tests Moisture Condition Consistency/Relative Density
]  AD/T-Auger Drilling TC Bit - Z Ui## - Undisturbed Sample (## mm) D -O VS - Very Soft
#] ADIV- Auger Dring V Bit HE ey Easy $ Level (Date) 55 - isturbed Sample M > Moist S = Soft
3| RT - Rolary Tri-cone Bit FE = Inflow BDS - Bulk Disturbed Sample W - Wet F - Firm
2] RD- Rotary Drilling SION <J Partial Loss SPT - Standard Penetration Test VSt - Very Stiff
@| | NMLC-Rock Core vai ve ~<a Complete Loss Bh aned
3| HA - Hand Auger VH - Very hard P| Distt init VL = Very Loose
3 Graphic Log/Core Loss Classification Symbols and Sie
5 Core recovered (hatching Sn [ra Er pis NedumDenss
8 indicates material) Soil Descriptions =F VD - Very Densi
§ ‘Core loss Based on Unified Soil < PL - Very a
2 Classification System Fr_- Friable