Development Application Part 2 of 2 - Plans 7 Banksia Avenue Noosa Heads · OPW10/2120

                          Morrison Geotechnic Pty Ltd                                                                                       Engineering Log - Borehole
                          A.B.N. 051 009 878 899                                                                                                  Borehole No.: BH2
            PO Box 3063, Darya, QLD 4076
MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955                                                                                                                          Page: 1 of 1
GEOTECHNEC                                                                                                                Job Number: DE101061
            Easting:     538572.00                  Drilling Rig: Hand Auger                                                       Client: DEQ Consulting Engineers
           Northing;    7080345.00                           Driller: Mornson Geotechnic
                                                                                                                                  Project: Slo p e Stability Assessment
                RL:             20.00                   Logged By. R. Howchin
       Total Depth:               2.00                         Date: 30h".3/201C                                                 Location: Lot 11 Banksia Avenue, Noosa Heads
     Drilling Information                                                       Material Description                                                                         Test Sam ples


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                       Hole Depth                              H                                                                                w      -      r'         Test
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       3       RL         (m)            rn        C^         V                             Description                             3          f              p         Depth      Tests       Sample/Result

                                                         •   SP       Sand:                                                                M        VL
                                                                      Very lease, me to madam gralned sand, trays of silt                                    UW H
                                         $     •' ''                  Ines, Pao Zrey nn^.lod grey brown, mini
                                0. 1
                                         Vl    /             Spa                                                                           M        L
                                                        10
                                                                      Silty Sand:
                                                                      Loose, rifle to rcadvmgrained send, low plastfclty silty
                                                                      fines, perk gray hewn. moist

                                0.3
                                                             SM       stry Sand:                                                           M        MD
                                                                      As move n 1 r:,adium dons,                                                               1


                                                    10 11



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                                0.7
                                                             sr       Sand:                                                                 M       Mn
                                                                      tlfedumdone e. fine to medium gnelred sand, pa's prey                                    2
                                                                      and 1 tide. m6 st



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t             19.0       1,0

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              16.0        2.0                                          2.OOm: BOREHOLE TERMINATED

Comments:
                                                                                                                                         Authorised by: ...............................

                                                                                                                                         Date: .............................................
Water                   Weathering            Consistency                Density                  Rock Strength              Tests & Results
                  RS Residual                 VS         Very soft       VL Very loose            ELS Etdremely              U50   Undisturbed 5Cmm diam tube.
     Water level     soil                                Soft            L   Loose                     low                   D     Disturbed sample.
                                              S
 - on date shown xw EM'emely                  F          Firrr.          MD Medium                VLS Very ow                SPT Standard Penetration Test. N = number of blows to dove 50mm sample,
                             weathered        St         Stiff               dense                LS.  Low                         3C0mm with a 63.6kg hammerfa0'ng 762mm.
lo-Water inflow          D1N Distinctly       VSt        Very stiff      D   Dense                MS Medum                   PP    Hand penetrolr.eter estimate of unconfired cmnpresslvo strength. %Pa.
                             weathered        H          Hard            VO Very dense            HS   High                  S     Vane shear va:ae kPa
       Water outflow     SW Slightly                                                              VHS Very high              DC    Dynamic Cone test, 9.C9kg hammer, fall 508mm, ddving 20mm. 30 deg
                             weathered        Moisture                                            EHS Edremely                     taper cone fated to rods of smaller section.
                         FR  Fresh            D Dry M Moist W Wet                                      high                        From AS1 289-1993 Methods of Testing Soils for Engineering Purposes