64 Pheasant Lane, Doonan septic design

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[OCR of page images]
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]

20/0584 SITE CLASSIFICATION REPORT
SCOTT ELLIOTT.

PROPOSED RESIDENCE.
No.64 Lot 36 PHEASANT DOONAN.
10/07/2020

 

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: This allotment has a dense growth of large sized trees on & 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 Residential
Vegetation (Building Envelope) Sparsely grassed/ Dense undergrowth/ Dense
growth of large sized mature trees
Vegetation (Allotment) Sparsely grassed/ Dense undergrowth/ Dense
growth of large sized mature trees
Road Status Sealed
Slope 6% to the North
Surface Water will Drain Towards The North
Will Surface Water from adjoining No
allotments traverse this site?
Does the site have any watercourses An Intermittent Watercourse is to the rear
Surrounding Allotments
Left Acreage
Right Acreage
Rear Acreage
Depth to Weathered Rock Nia
Depth to Water Table Nia

 

 

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 dense growth of trees-
See Target Stratum).

PLEASE NOTE: Ef not for the dense growth of trees encountered, this site would
have the characteristics of an “M” Site.

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

Page | 1 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
20/0584

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