Appendix B- Geotechnical Investigation

Project No. 1
            115-17158
April, 2015
Ref: 1-17158,, 2015-04-08, BR VE
                               ER 1                                                                       Page
                                                                                                          P    |1
John Jamies son – GEOTECHNIC   CAL INVESTIGATION
                                               N - Proposed Resid
                                                                dence, 38 Park Cres
                                                                                  scent, Sunshine Bea
                                                                                                    ach




1.0        NTRODUCT
          IN      TION

    1.1 General

This rep
       port presennts the results of the geeotechnical investigatio
                                                                  on carried oout by Soil Surveys
Engineeering Pty. Limited
                  L       for th
                               he Propose ed Residencce at 38 Parrk Crescentt, Sunshine Beach.

The invvestigation was
                   w carried  d out in acccordance with
                                                   w Soil Surrveys Enginneering Pty Limited
proposaal 1-17158, 2015-03-09  9, PR VER 1, following
                                                    g authorisattion to procceed from John and
                           th
Ngaio JJamieson on n the 17 March,
                              M      20155.

    1.2 Proposed Developme
                         ent

It is understood thhat the prop
                              posed deveelopment will
                                                 w comprisee the consttruction of a two to
three leevel residen
                   nce. The building
                              b      will have susp
                                                  pended con
                                                           ncrete floorrs and lightt weight
walls.

The lowwer level flo
                   oor will be partially
                               p         cut back into the
                                                       t existing slope requuiring excav
                                                                                       vation of
less tha
       an 2.0m.

    1.3 Scope of Geotechnic
                 G        cal Service
                                    es

The objjective of th          as to identifyy materials and material propertiees and groundwater
                   his study wa
conditio
       ons to enable geotechn nical assesssment of the e following:--
          Earthworkss recommen
                              ndations
                 o     trafffickability
                 o     excavatability
                 o     tem
                         mporary safe
                                    e batter ang
                                               gles for cuts
                                                           s
          Foundation
                    n recommen
                             ndations
                 o     suitable founda
                                     ation type
                 o       aring capacity
                       bea
                 o     skin
                          n friction
                 o     site classificatio
                                        on (AS2870
                                                 0)
                 o        dicted ground surface movement
                       pred
          Retaining wall
                     w design parameterss
          Slope stabiility assessm
                                  ment
                 o     exissting slope stability
                                       s         hazzard
                 o     considerations for building
                                                 g development
                 o       nagement strategy
                       man        s        for long term
          Constructio
                     on recomme
                              endations (w
                                         where applicable)