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Appendix E - Dam Borehole Investigation
Ground Drill Pty Ltd
PH – 0407035220
Web- www.grounddrill.com.au
Email [email protected]
QBCC Lic – 15034580
Cedar Pocket 4570
Borehole Investigation
Job No: 21/504
Date: 05/11/21
Client: T. Rossiter
Site Address: Lot 13, 8 Robin Place, Lake MacDonald
Client Scope – 3 x 3m Boreholes
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Page 2
Borelogs
BH 4 Soil Description DCP BH 5 Soil Description DCP
0 SANDY CLAYEY SILT (ML) – 0 SANDY CLAYEY SILT (ML) – Grey/brown,
Grey/brown, low plasticity fines, fine to low plasticity fines, fine to medium sand,
medium sand, moist, firm. moist, firm.
100 3 100 SANDY CLAY (CI) – Medium plasticity, pale 2
brown/orange, fine to medium sand, moist,
firm-stiff.
200 SANDY CLAY (CI) – Medium plasticity, 3 200 2
pale brown/orange, fine to medium sand,
moist, firm-stiff.
300 2 300 3
400 2 400 3
500 PP-75kpa 2 500 GRAVELLY SANDY SILTY CLAY (CH) – 2
High plasticity, orange, fine to medium
sand, fine to medium gravel, moist, stiff.
600 SANDY CLAY (CI) – Medium plasticity, 3 600 5
pale brown/orange, fine to medium sand,
moist, stiff.
700 3 700 2
800 2 800 3
900 3 900 4
1000 PP-175kpa 4 1000 4
1100 6 1100 6
1200 10 1200 5
1300 9 1300 5
1400 4 1400 PP-180kpa 5
1500 4 1500 5
1600 1600 GRAVELLY SANDY CLAY (CL) – Low
plasticity, orange, fine to medium sand, fine
to medium gravel, moist, very stiff.
1700 GRAVELLY SANDY CLAY (CI-CH) – 1700
Medium to high plasticity, orange, fine to
medium sand, fine to medium gravel,
moist, very stiff.
1800 1800
1900 1900
2000 2000
2100 2100
2200 2200 GRAVELLY SILTY CLAY (CH) – High
plasticity, red mottled white, fine to medium
gravel, moist, very stiff.
2300 GRAVELLY SANDY CLAY (CL) – Low 2300
plasticity, pale brown, fine to medium
sand, fine to medium gravel, very stiff.
2400 2400
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2500 2500 2600 2600 2700 2700 2800 2800 2900 2900 3000 Hole Terminated. 3000 Hole Terminated. [OCR of page images] 2500 2500 2600 2600 2700 2700 2800 2800 2900 2900 3000 | Hole Terminated. 3000 | Hole Terminated.
Page 4
BH 6 Soil Description DCP Soil Description DCP
0 SANDY CLAYEY SILT (ML) – 0
Grey/brown, low plasticity fines, fine to
medium sand, moist, firm.
100 SANDY CLAY (CI) – Medium plasticity, 2 100
pale brown/orange, fine to medium sand,
moist, firm-stiff.
200 2 200
300 3 300
400 4 400
500 GRAVELLY SANDY SILTY CLAY (CH) – 4 500
High plasticity, orange, fine to medium
sand, fine to medium gravel, moist, stiff.
600 4 600
700 5 700
800 5 800
900 4 900
1000 5 1000
1100 6 1100
1200 4 1200
1300 5 1300
1400 8 1400
1500 5 1500
1600 GRAVELLY SANDY CLAY (CL) – Low 1600
plasticity, orange, fine to medium sand,
fine to medium gravel, moist, very stiff.
1700 1700
1800 1800
1900 1900
2000 PP-225kpa 2000
2100 2100
2200 GRAVELLY SILTY CLAY (CH) – High 2200
plasticity, red mottled white, fine to
medium gravel, moist, very stiff.
2300 2300
2400 2400
2500 2500
2600 2600
2700 2700
2800 2800
2900 2900
3000 Hole Terminated. 3000
Page 5
Site Photos [OCR of page images] Site Photos Bio co uemirlrieret ace)