Slope Stability Report

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Project Job No. ES219297


Bore Log Sheet
                                                                                          Bore Hole # 1                                                                                                                                                                                     Bore Hole # 2                                                                                                                                                                       Bore Hole # 3

             Project Job No. ES219297-B
             Client: Brighton Homes Queensland                                                        Drill Method: Push Tube                                                                                  Drill Method: Push Tube                                                                                                                                                            Drill Method: Push Tube




                                                                                                                                                               D.C.P blows/ 100 mm




                                                                                                                                                                                                                                                                                                                                                   D.C.P blows/ 100 mm




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               D.C.P blows/ 100 mm
               Sample Location




                                                                                                                                                                                                                 Sample Location




                                                                                                                                                                                                                                                                                                                                                                                                    Sample Location
 Depth (m)




                                                                                                                                                                                                   Depth (m)




                                                                                                                                                                                                                                                                                                                                                                                      Depth (m)
                                 Groundwater




                                                                                                                                                                                                                                   Groundwater




                                                                                                                                                                                                                                                                                                                                                                                                                      Groundwater
                                                                                                      SOIL DESCRIPTION                                                                                                                                                                                   SOIL DESCRIPTION                                                                                                                                                                    SOIL DESCRIPTION
                                                             Extent of Fill




                                                                                                                                                                                                                                                               Extent of Fill




                                                                                                                                                                                                                                                                                                                                                                                                                                                   Extent of Fill
                                               Graphic Log




                                                                                                                                                                                                                                                 Graphic Log




                                                                                                                                                                                                                                                                                                                                                                                                                                    Graphic Log
                                                                                                                                                                                     N'q (kPa )
                                                                                                                                                    PP Value




                                                                                                                                                                                                                                                                                                                                        PP Value




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PP Value




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     N'q (kPa)
                                                                                                                                                                                                                                                                                                                                                                         N'q (kPa)
                                                                              Symbols




                                                                                                                                                                                                                                                                                Symbols




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Symbols
0                                                                                       (SM) silty SAND, fine to med. sands
                                                                                                                                                                                                  0                                                                                       (SM) silty SAND, fine to med. sands
                                                                                                                                                                                                                                                                                                                                                                                     0                                                                                        (SM) silty SAND - FILL, fine to med. sands
                                                                                        (Grey), Dry and Loose                                                                                                                                                                             (Grey), Dry and Loose                                                                                                                                                               (Grey), Dry and Loose
                                                                                        (SP) SAND, fine to med. sands                                                                                                                                                                                                                                                                                                                                                                                                                                2
                                                                                        (Grey White), Dry to Moist and Medium Dense                                                                                                                                                       (SP) SAND, fine to med. sands                                                                                                                                                                                                                              1
0.5                                                                                                                                                                                               0.5
                                                                                                                                                                                                                                                                                          (Grey White), Dry to Moist and Medium Dense                                                0.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              (SP) SAND, fine to med. sands                                          4
1.0                                                                                                                                                                                               1.0                                                                                                                                                                                1.0                                                                                      (Grey White), Dry to Moist and Medium Dense                            5
                                                                                        Dry to Moist & Medium Dense to Dense                                                                                                                                                                                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                                                          Dry to Moist & Medium Dense to Dense                                                                                                                                                                                                                       6

                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Dry to Moist & Medium Dense to Dense
1.5                                                                                                                                                                                               1.5                                                                                                                                                                                1.5
                                                                                        END                                                                                                                                                                                               END                                                                                                                                                                                 END


2.0                                                                                                                                                                                               2.0                                                                                                                                                                                2.0




2.5                                                                                                                                                                                               2.5                                                                                                                                                                                2.5




3.0                                                                                                                                                                                               3.0                                                                                                                                                                                3.0




3.5                                                                                                                                                                                               3.5                                                                                                                                                                                3.5




4.0                                                                                                                                                                                               4.0                                                                                                                                                                                4.0




4.5                                                                                                                                                                                               4.5                                                                                                                                                                                4.5




5.0                                                                                                                                                                                               5.0                                                                                                                                                                                5.0
                                                                                                Bore Hole Terminated - 1.5 m                                                                                                                                                                      Bore Hole Terminated - 1.5 m                                                                                                                                                        Bore Hole Terminated - 1.5 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
                                                                                                                                                                                                                                                                                                                   Brighton Homes Queensland
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Site Address
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Lot 33 No.24 COMET DRIVE SUNRISE BEACH 4567
                                                                                                       Brisbane (Eight Mile Plains) (07) 3071 7444 Gold Coast (07) 3071 7444 Newcastle (02) 4032 6450
                                                                                                                  email: [email protected]   webpage: www.staconsulting.com.au                                                                                                                         PO Box 3220 LOGANHOLME 4129