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1-22276-01 site plan
Plans and drawings
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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 04
+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: 506798 Northing: 7079962 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
0.15 FILL Silty SAND (SM) Very loose, fine to coarse grained,
dark brown, with organics, moist.
FILL Gravelly SAND (SP) Medium dense to dense, fine to D B
0.50 coarse grained, red brown mottled dark brown, fine to
coarse sized gravel, trace of low to medium plasticity clay
fines, moist.
0.80 NATURAL Silty SAND (SM) Loose to medium dense, fine to
medium grained, dark brown, moist.
1.0 D
SAND (SP) Medium dense, fine grained, light brown, some
1.20 medium grained sand, a trace of fines, moist.
SAND (SP) Medium dense, fine grained, light brown, some
medium grained sand, a trace of fines, wet.
2.0
2.10
Silty SAND (SM) Medium dense, fine to medium grained,
dark grey, wet.
2.40
Silty SAND (SM) Dense, fine to coarse grained, dark brown,
wet.
3.0 3.00
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
BOREHOLE BH 04 TERMINATED AT 3.00 m
4.0
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
MW - Moderately weathered
SW - Slightly weathered SPT
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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