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9.0 Shed Site Class Report
THE ONLY NAME IN SOILS
QBCC Licence No. 1018403
PH: 07 54 740 900
3/53 Gateway Drive, Noosaville 4566
Email: [email protected]
JOB NUMBER 20/0690- SITE CLASSIFICATION REPORT
C
CLIENT DAVID ROGALSKY
SITE PROPOSED SHED,
LOCATION 142 PLAYFORD ROAD, KIN KIN.
REPORT DATE 14/08/2020
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.
Trees: There are several medium sized trees adjacent to the proposed site. Global
Testing recommends an experienced arborist be commissioned to quantify the existing
size, location, predicted maximum height and type of these trees to aid in the design
process. It is the responsibility of the designing engineer to apply the principals of
AS2870-2011 Appendix H "Guide to Design of Footings for Trees". The classification
herein excludes the effect of trees on the site.
2. SITE DESCRIPTION
Type of Allotment Acreage
Vegetation (Building Envelope) Nil (Cut/Fill Platform)
Vegetation (Allotment) Grassed/ dense undergrowth/ dense large
sized mature trees
Road Status Unsealed
Slope Level Cut/Fill Platform
(30% Natural Slope)
Surface Water will Drain Towards East
Will Surface Water from adjoining No
allotments traverse this site?
Does the site have any watercourses Yes-Dam Downhill
Surrounding Allotments
Left Acreage
Right Acreage
Rear Acreage
Depth to Rock 0.4m (BH1 & BH2)
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 the removal of trees on the site)-
See Target Stratum
PLEASE NOTE: If not for the removal of the trees on site, this site has the characteristics of an “M” site.
Page | 1 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
20/0609-C
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