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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 08
+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: 506837 Northing: 7079963 RL: Client: Belo Developments
Logger: RH Operator: RH Machine: EVH1750 Date: 26/02/2020 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 CONCRETE
0.32
FILL Gravelly SAND (SP) Medium dense, fine to coarse
grained, dark brown mottled red brown, fine to medium
sized gravel, trace of low plasticity clay fines, moist.
0.60 (Hydrocarbons present).
FILL Silty SAND (SM) Very loose, fine to coarse grained,
mottled dark brown light grey, moist. (Hydrocarbons
present).
1.0
NATURAL SAND (SP) Medium dense, fine to medium
1.20 grained, light grey, moist.
Silty SAND (SM) Medium dense, fine to medium grained,
dark brown, with low to medium plasticity clay fines, moist.
(Hydrocarbons present).
1.70
Silty SAND (SM) Medium dense, fine to medium grained,
dark brown, wet.
2.0
2.40
Silty SAND (SM) Dense, fine to medium grained, dark
brown, wet.
3.0
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
3.50
Silty SAND (SM) Dense to very dense, fine to medium
grained, dark brown, wet.
4.0
4.30
Silty SAND (SM) Medium dense, fine to medium grained,
light brown, trace of Sandy Clay (CL-CI) bands, wet.
4.70
Silty SAND (SM) Medium dense, fine to medium grained,
light brown, wet.
5.0
6.0 6.00
BOREHOLE BH 08 TERMINATED AT 6.00 m
7.0
Weathering Grades Samples
Comments: RS - Residual Soil
XW - Extremely weathered U50
1. Groundwater noted at 1.70m.
HW - Highly weathered
DW - Distinctly weathered
2. DCP refusal at 3.68m. MW - Moderately weathered
SW - Slightly weathered SPT
3. Hand augered to 0.15m. 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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