Meyer Judgment Sealed

 

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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: 509075.0 m E 7081090.0 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
oo
. 5 5 ; 2 DCP TEST
& Samples | | gz a Material Description 2(28| ae (AS 1289.6.3.2-1997)
3| § Tests 5 2|8s soil type: plasticity or particle characteristics, | 25/20 UCS Blows per 100 mm
£] € |B] Remarks [8] a Decth & 98 secondary and minor components, colour 2523) (pay
= s 3 a s
SS). eS Z| (m) | (m | o | oe 38/82 gggsgio 5 10 1 2 2%
Baee ; ;
I ‘SAND (FILL), fine grained, grey, trace of fine to | HW T | |
| 4 medium sized sub-angular gravel, trace of root VL | Hw | | |
| fragments HW | | |
| 4 |__| veil I |
\ | \ I
| + | \ \ |
t ‘SAND, fine grained, grey | a
—AINATURAL) 4 te
| becoming pale grey | | | | | |
|e | \ | |
3 |
‘| 3 i | | | | |
es | \ \ I |
| 8 | | | | |
< (fai | | | \ | |
Ws | | | | | |
| | | i | |
| | I | |
g | }—| | | I | |
4 | | \ | | \
8 | | \ | |
5 | | | | \ |
a | | | | |
| | ms | | |
1g Pak
x ] becoming fine to medium grained, poorly graded | |
5 : m . wae ‘Augeyed to3.m | |
diy Hole Terminated at 3.00 m 1 |
3 4 Target depth |
i Wl \ |
al ft iil | | | |
ay [till \ \
i 4 | | |
ep ttl | \ |
al flit 1 | | |
g} ft | | |
a) fit aT | | | |
fill l J | |
a til! |
gy litt | \
a} Jlili 1 | | |
S) ttl | | |
3 7 |
aa | |
yi S| | |
: i 4 |
|
i Lill \ | |
a} [itil 1 | |
=} [tttl |
8 Wt ‘| 1 | | |
Fe J || |
a flit 1 || | \
3 Li bl] L L i Ll
Z Method Penetration Water Samples and Tests Moisture Condition Consistency/Relative Density
5] AD/T-Auger Drilling TC Bit - Zz Ui### - Undisturbed Sample (### mm) D - Dy VS - Very Soft
=) ADIV-Auger Driling V Bit BE ey Eey 3 Level (Date) 5" - Disturbed Sample M. = Moist S - Soft
3] RT - Rolary Tri-cone Bit Eee, > Inflow BDS- Bulk Disturbed Sample W - Wet F - Firm
2] RD - Rotary Drilling a <1 Partial Loss SPT - Standard Penetration Test Vst - Very Stiff
3] NMLC -Rock Core H - Hard ~<a Complete Loss H_ = Hard
2] HA- Hand Auger VH - Very hard P Plastic Limit Vi = Very Loose
3 Graphic Log/Core Loss ificatic a - Loose
5 Core recovered (hatching Classification Symbols and < PL Wo’ Medina Dees
3 indicates material) Soi Descriptions - = PL Up > vee
e | 1k Core toss Based on Unified Soil <IPt ery Dense
2 Classification System Fr__- Friable

 

 

 

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