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Development Application Part 2 of 2 - Plans and Slope Stability Assessment - OPW13/0022
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Original PDF page 15, section 1. The text section number identifies this passage in the reader.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn Cardno Bowler Ply Ltd Telephone: Facsimile:
<.D BOWLER
CardnCl ABN: 74128806735
Address:
54501544
Email:
54501533
[email protected]
32 Hi-Tech Drive, Website: www.cardno.com.au
Shaping the Future Kuna Pari< OLD 4556
EMERSON CLASS NUMBER REPORT
Client: Cardno Bowler -
Acacia Ridge Report Number: 3747/R/1857-1
Client Address: 1 Fox Street, Acacia Ridge Project Number: 3747/P/198
Project: Slope Stability, Black Pinch Road Lot Number:
Location: Pomona Report Date: 20/02/2012
Client Reference/s: CBR 10360 Page Number: Page 1 of 1
I Test Procedures: I AS1289.3.8.1,
Sample Number 3747/S/15095
10 /Client 10 -
Lot Number ,
-
Date / Time Tested 10/02/2012 09:00
Material Source -
Material Type -
Water Type Distilled
Water Temperature (CO) 25
Borehole TP2
Termination Depth (m)
Start Sample Depth (m) 0.4
End Sample Depth (m) 0.6
Soil Description Silty Clay with Sand, Brown
Emerson Class Number 2
R~m,,~
I
The results of the tests, calibrations and/or measurements included in this
^
NATA
document are traceable to Australian/national standards
Accredited for compliance with ISOIIEC 17025 D~
V Laboratory Accreditation Number: 3747 Approved Signatory: David Hammelswang
Form ID: W34Rep Rev 1
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