Geotechnical Investigation

                                                                                          PH: 07 54 740 900
                                                                        3/53 Gateway Drive, Noosaville 4566
                                                                             [email protected]
                                                                                           QBCC 15288478




 JOB NUMBER              21-1559 SITE CLASSIFICATION REPORT
 CLIENT                  SONJA GLINSTER
 SITE LOCATION           PROPOSED DWELLING
                         36 RIVER PARK DRIVE, RINGTAIL CREEK.
 REPORT DATE             21/03/2022


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 recom-
mended for the structure so as to allow adequate performance of the footings under the soil conditions
determined at the site.
Trees: The classification herein excludes the effect of trees on the site.


2. SITE DESCRIPTION

 Type of Allotment                                                      Acreage
 Vegetation                                                             Grassed
 Slope                                                   5% to north-east (30% Slope Adjacent)
 Surface Water will Drain Towards                                      North-east
 Will Surface Water from adjoining                                         No
 allotments traverse this site?
 Surrounding Allotments
                                 Left                                  Acreage
                                Right                                  Acreage
                                Rear                                   Acreage
 Depth to Weathered Rock                                          BH1 (N/a), BH2 (N/a)
 Depth to Water Table                                             BH1 (N/a), BH2 (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 Uncontrolled Fill - See Target Stratum)
    PLEASE NOTE: If not for the above reasons, this site would have the characteristics of a Class H2 Site.

in accordance with Australian Standard 2870 - 2011, 'Residential Slabs and Footings, Construction'.
The Target Stratum for the design of the proposed structure at location BH1 is the SILTY
SANDY CLAY at a depth of 2200mm below existing ground surface. The Target Stratum for the
design of the proposed structure at location BH2 is the SANDY CLAY at a depth of 2900mm
below existing ground surface. The Target Stratum for the design of the proposed structure at
location BH3 is the SANDY CLAY at a depth of 3000mm below existing ground surface. The
Target Stratum for the design of the proposed structure at location BH4 is the SANDY CLAY at
a depth of 2700mm below existing ground surface.




       Page | 1 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations
                                             21-1559