Appendix G - Slope Stability Certification Report · MCU25/0022

Civil Quality Assurance T/A _ ABN 21 613397934

   

Civil Quality Assurance Pty Ltd
PH 0429 674334

Project:__193 Sankeys Rd
Federal
Client: __ Lachlan Robins

P.O. Box 1225, Nambour Qld 4560

For all Civil Testing
Servicing South East Queensland

Requested By:__L.Robins
Date Tested:__30-6-23
Report No.:__A191

Drilling Method: Hand Augured bore hole Bore Hole No.:2
Depth Description Comment
Mm

00 Silty CLAY, medium to high plasticity, brown, some fine gravel/sand and organics present,

300

500

moist, soft to firm (CI-CH)

SHALE STONE, fractured, light red/brown, quartz present, moist, weak

Hole Terminated in shale stone

‘Tests and sampling results relate only to the items tested or sampled. results applies to the sample received/( abnormalities may contribute to the report being
compromised) Reports shall not be reproduced except in full

6 Mill Lane Nambour

CQA Laboratory

ABN 21 61339 7934
Form R26 July 2021

jes
Approved Person: ec of
C. Templeton

Date: 10-7-23