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1-22276-01 site plan
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Log in to see the plans as drawn Soil Surveys Engineering Pty. Limited BOREHOLE RECORD SHEET
Specialists in Applied Geotechnics
PO Box 317, Paddington, 4064
Location Number: BH 01
+61 7 3369 6000
[email protected]
Project Number: 1-22276
www.soilsurveys.com.au Project Name: Prop. Service Station Reconstruction
Location: 52-54 Mary St & Weyba Rd, Noosaville
Easting: 506801 Northing: 7079989 RL: Client: Belo Developments
Logger: RH Operator: RH Machine: EVH1750 Date: 25/02/2020 Page: 1 OF 1
Drilling Method DCP Test
Graphic (blows/100mm) Samples and
Depth Description
Casing
NMLC
Remarks
WB
RR
0 6 12 18 24 30
TC
0.11 CONCRETE
0.30 FILL Silty SAND (SM) Loose, fine to coarse grained, dark ASS
grey mottled dark brown, moist.
ASS
NATURAL Silty SAND (SM) Medium dense, fine to coarse
grained, dark brown, with organics, moist. ASS
0.70
SAND (SP) Medium dense, fine grained, dark brown, some
ASS
medium grained sand, a trace of low plasticity clay fines,
1.0 moist. D
ASS
1.20
Silty SAND (SM) Medium dense, fine to medium grained,
ASS
dark brown, wet.
ASS
ASS
2.0
ASS
ASS
ASS
ASS
3.0
ASS
SOIL SURVEYS 2.00 LIB 2017-07-13.GLB Log SOIL_SURVEY_AUGER_LOG2 1-22276_GINT.GPJ <<DrawingFile>> 13/03/2020 14:39 10.0.000 Developed by Datgel
3.20
Silty SAND (SM) Dense to very dense, fine to medium
ASS
grained, dark brown, wet. (Indurated).
ASS
ASS
4.0 4.00
Sandy CLAY (CL-CI) Very stiff, low to medium plasticity, ASS
light grey, fine to medium grained sand, moist.
D
ASS
4.50
BOREHOLE BH 01 TERMINATED AT 4.50 m
5.0
6.0
7.0
Weathering Grades Samples
Comments: RS - Residual Soil
XW - Extremely weathered U50
1. Groundwater noted at 1.20m.
HW - Highly weathered
DW - Distinctly weathered
2. DCP refusal at 3.48m. MW - Moderately weathered
SW - Slightly weathered SPT
3. Hand augered to 0.11m. FR - Fresh
Rock Strength Disturbed
RS - Residual Soil
VL - Very low Sample
L - Low
M - Medium Bulk Approved:
H - High
Sample
Water First Noted Water Steady Level VH - Very high
EH - Extremely high Date:
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