Slope Stability Report · EXE22/0013

                                                                                                                                                                                                                                                                                                                                                                                                                            Project Job No. 205860


                                            Bore Log Sheet
                                                                                                                                        Bore Hole # 1                                                                                                                                                                     Bore Hole # 2

                                                  Project Job No. ES205860-B
                                                  Client: Brisbane Construction Group                                                                Drill Method: Power Auger                                                               Drill Method: Power Auger
                                                          Pty Ltd




                                                                                                                                                                                             D.C.P blows/ 100 mm




                                                                                                                                                                                                                                                                                                                                                                                          D.C.P blows/ 100 mm
                                                             Sample Location




                                                                                                                                                                                                                                               Sample Location
                                                 Depth (m)




                                                                                                                                                                                                                                 Depth (m)
                                                                               Groundwater




                                                                                                                                                                                                                                                                 Groundwater
                                                                                                                                                     SOIL DESCRIPTION                                                                                                                                                                  SOIL DESCRIPTION




                                                                                                           Extent of Fill




                                                                                                                                                                                                                                                                                             Extent of Fill
                                                                                             Graphic Log




                                                                                                                                                                                                                                                                               Graphic Log
                                                                                                                                                                                                                   N'q (kPa )
                                                                                                                                                                                  PP Value




                                                                                                                                                                                                                                                                                                                                                                               PP Value




                                                                                                                                                                                                                                                                                                                                                                                                                N'q (kPa)
                                                                                                                            Symbols




                                                                                                                                                                                                                                                                                                              Symbols
                                                0                                                                                     (SM) silty SAND, fine to med. sands
                                                                                                                                                                                                                                0                                                                                       (SM) silty SAND, fine to med. sands
                                                                                                                                      (Grey), Moist and Loose                                                                                                                                                           (Grey), Moist and Loose
                                                                                                                                                                                                                                                                                                                        (SP) SAND, fine to med. sands
                                                                                                                                      (SP) SAND, fine to med. sands                                                                                                                                                     (Grey White), Dry to Moist and med. dense
                                                0.5
                                                                                                                                      (Grey White), Dry to Moist and med. dense                                                 0.5
                                                                                                                                                                                                   3
                                                                                                                                                                                                   3
                                                                                                                                                                                                   3
                                                                                                                                                                                                   4
                                                1.0                                                                                                                                                4                            1.0
                                                                                                                                                                                                   4
                                                                                                                                                                                                   4


                                                1.5                                                                                                                                                                             1.5
                                                                                                                                                                                                                                                                                                                        END

                                                2.0                                                                                                                                                                             2.0

                                                                                                                                      END


                                                2.5                                                                                                                                                                             2.5




                                                3.0                                                                                                                                                                             3.0




                                                3.5                                                                                                                                                                             3.5




                                                4.0                                                                                                                                                                             4.0




                                                4.5                                                                                                                                                                             4.5




                                                5.0                                                                                                                                                                             5.0
                                                                                                                                              Bore Hole Terminated - 2.1 m                                                                                                                                                      Bore Hole Terminated - 1.6 m




Terms :-

D.C.P.:-   Dynamic Cone Penetrometer                                                                                                                                                                                                                                                                                                                                Note : kPa value is allowable bearing pressure caculated in accordance
N'q:-      Allowable Bearing Capacity (kPa)                                                                                                                                                                                                                                                                                                                         with paper 'Determination of allowable bearing pressure under small structures'
PP:-       Pocket Penetrometer Strength (kPa)                                                                                                                                                                                                                                                                                                                       by M.J Stockwell (June 1977)
U.T.P:-    Unable to Penetrate
           Slope Direction




                               STA CONSULTING ENGINEERS                                                                                                                                                                                         Client
                                                                                                                                                                                                                                                  Brisbane Construction Group Pty Ltd
                                                                                                                                                                                                                                                                                                                                                                                     Site Address
                                                                                                                                                                                                                                                                                                                                                                                     Lot 35 No.285 DAVID LOW WAY PEREGIAN BEACH 4573
                                           Brisbane (Eight Mile Plains) (07) 3071 7444 Gold Coast (07) 3071 7444 Newcastle (02) 4032 6450
                                                      email: [email protected]   webpage: www.staconsulting.com.au                                                                                                                    58 Kempsie Road UPPER MOUNT GRAVATT 4122
                                                                                                                                                                                                                                                                                                                                                                            STASOD.2014-14-05