3018 AppendixD

GLOBAL TESTING

THE ONLY NAME IN SOILS

 

QBCC Licence No. 1018403

PH: 07 54 740 900

3/53 Gateway Drive, Noosaville 4566
Email: [email protected]

 

| 20/0611-2__ SITE CLASSIFICATION REPORT

| LYNDALL PETERSEN.

PROPOSED SUBDIVISION & PROPOSED FUTURE RESIDENCE,
PROPOSED LOT 11 (No.130) LAKE MACDONALD DRIVE,
COOROY.

E | 11/06/2021

 

 

1. INTRODUCTION
The purpose of this report is to classify the subject allotment in accordance with Australian
Standard 2870 - 2011 'Residential Slabs and Footings’. From this classification, a footing
system can be recommended for the structure so as to allow adequate performance of the
footings under the soil conditions determined at the site.

2. SITE DESCRIPTION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Type of Allotment Residential
Vegetation (Building Envelope) Grassed
Vegetation (Allotment) Grassed, scattered undergrowth, scattered
large trees.
Road Status Sealed
Slope 22% Towards the West
Surface Water will Drain Towards West
Will Surface Water from adjoining Yes
allotments traverse this site?
Does the site have any watercourses Yes-Dam downhill.
Surrounding Allotments
Left Acreage
Right Acreage
Rear Acreage
Depth to Weathered Rock 4.0m (BH6 & BH7)
Depth to Water Table N/a

 

3. SITE CLASSIFICATION AND TARGET STRATA

Based on the findings of the site investigation, the classification of the site is considered to
conform to:

CLASS “ P ” ( Due to poor bearing capacity-See Target
Stratum).
(Please note: If not for the poor bearing capacity, this site has the
characteristics of an ‘M?’ site)

in accordance with Australian Standard 2870 - 2011, 'Residential Slabs and Footings,
Construction’.

The Target Stratum for the foundation of the structure located at BH6 is the SILTY
SANDY CLAY at a depth of 1200mm below existing ground level.

Page | 1 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
21/0611-2