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Development Application Part 2 of 2 - Plans and Slope Stability Assessment - OPW13/0022
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Log in to see the plans as drawn TEST PIT LOG SHEET
Client:
Project: SLOPE ANALYSIS
Hole No: TP1
Location: BLACK PINCH ROAD Job No: 10360 Sheet: 1 of 1
Position: REFER TO SITE SKETCH Angle from Horizontal: 900 Surface Elevation:
Machine Type: EXCAVATOR Excavation Method: Operator:
Excavation Dimensions: Contractor: DIGGERMAN
Date St rted : 9/2112 Date Completed: 9/2112 Logged By: SS Date Logged: 9/2112
Drilling
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Description
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characteristics, colour, minor components,
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moisture, consistency, structure, ORIGIN)
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SANDY CLAY/CLAYEY SAND,fine to ooarse grained sand, low plasticity, brawn, roots present, moist,
~~ TOPSOIL
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0.25m
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PP=60kPa v.;~
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v.; SANDY CLAY/CLAYEY SAND,fine to medium grained sand, tow plasticity, bra"", orange, roots
v.;~ present, moist, fi"" to stiff, NATLRAL
0.5 I--
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0.50m v.;~ CL
PP=220kPa v.;
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SILTV CLAY, low plasticity, brown orange grey, trace fine gravel and fine sand, moist, fi"", NATURAL
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0.75m
PP=200kPa CL
1.0
1.00m . SHALE,fine grained, extremely to distinctly weathered, high fractured
PP=210kPa
01.00 -1.50 m
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1.25m
PP=400kPa
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OW
1.5
1.50m
----
PP=800kPa ----
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TEST PIT TERMINATED AT 1.70 m
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3 Cardno Bowler
See Standard Sheets for details of
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(J)Cardno
BowLER
7/98 Anzac Ave
HILLCREST QLD 4118
PH: (07)3800 6446
:::; FAX: (07)3800 0816
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