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Development Application Part 2 of 2 - Plans and Slope Stability Assessment - OPW13/0022
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Client:
Project: SLOPE ANALYSIS
Hole No: TP2
Location: BLACK PINCH ROAD Job No: 10360 Sheet: 1 of 1
Position: REFER TO SITE SKETCH Angle from Horizontal: 90. Surf ce Elevation:
Machine Type: EXCAVATOR Excavation Method: Operator:
Excavation Dimensions: Contractor: DIGGERMAN
Date Started: 9/2112 Date Completed: 9/2112 Logged By: 55 Date Logged: 9/2112
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Description
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Sample or ., c.. <( EO) >- (SYMBOL,SOIL NAME, plasticity/particle
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moisture, consistency, structure, ORIGIN)
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Y;~ SANDY CLAY/CLAYEY SAND,fine to coarse grained sand, low plasticity, brown, roots present, moist,
%~ TOPSOIL
%~ SC-
% CL
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0.25m
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PP=250kPa t- 1%
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u.~u m v.;~ SANDY CLAY/CLAYEY SAND,fine to medium grained sand, low plasticity, brown orange, roots
%~ presen~ mois~ firm to stiff, NATURAL
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%~ CL
%
0.5
0.50m %~
PP=300kPa ~
%t--
00.50 0.70 m
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SILTY CLAY, low plasticity, brown orange grey, trace fine gravel and fine sand, moist, firm, stiff,
NATURAL
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0.75m
PP=300kPa
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SHALE,fine grained, extremely to distinctly weathered, high fractured
1.0
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TEST PIT TERMINATED AT 1.40 m
1.5
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See Standard Sheets for details of
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(J)Cardno
BowLER
7/98 Anzac Ave
HILLCREST QLD 4118
PH: (07)3800 6446
:J FAX: (07)3800 0816
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