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Appendix B- Geotechnical Investigation
Attached to the e-mail MCU15/0070 Stormwater & Geotech reports Email 2 of 3.
Soil Surveys Engineering Pty. Limited HAND AUGER RECORD SHEET
Specialist in Applied Geotechnics
Milton: ph +61 7 3369 6000 [email protected]
Location Number: HA 01
Gold Coast: ph +61 7 5500 0465 [email protected]
Project Number: 115-17158
Project Name: Proposed Residence
Location: 38 Park Crescent, Sunshine Beach
Easting: 511107 Northing: 7079142 RL: Client: John Jamieson
Logger: RH Operator: RH Machine: EVH1750 Date: 25/03/2015 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
DISTURBED NATURAL SAND (SP) Very loose, fine to
coarse grained, light grey and dark brown mottled, trace of
fine to medium sized gravel and organics, moist.
0.75
NATURAL SAND (SP) Very loose, fine to medium grained,
1.0
light grey, moist.
1.50
SAND (SP) Very loose to loose, fine to medium grained,
light grey, moist.
2.0
2.20
SAND (SP) Medium dense, fine to medium grained, light
grey, moist.
2.60
HAND AUGER HA 01 TERMINATED AT 2.60 m
3.0
4.0
SOIL_SURVEYS_00 LIBRARY 2012-05.GLB Log SOIL_SURVEY_AUGER_LOG 1-17158.GPJ <<DrawingFile>> 09/04/2015 15:58 8.30.004 Developed by Datgel
5.0
6.0
7.0
8.0
9.0
10.0
Weathering Grades Samples
Comments: RS - Residual Soil
U50
XW - Extremely weathered
1) Groundwater not encountered. DW - Distinctly weathered
2) DCP refusal at 5.49m. SW - Slightly weathered
FR - Fresh
SPT
3) HA refusal at 2.60m. Rock Strength Disturbed
VW - Very weak
W - Weak
Sample
MS - Medium strong
S - Strong
Bulk Approved: JD
Sample
Water First Noted Water Steady Level VS - Very strong
ES - Extremely strong
Date: 9/04/2015
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