Skip to the record
Noosa’s premier civic archive.

Council archive · source document

RFI - Attachment C - Slope Stability Assessment and Geotechnical report · MCU20/0026

of 62

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

                                                                                                                                                                                        Soil Surveys Engineering Pty. Limited                             BOREHOLE RECORD SHEET
                                                                                                                                                                                        Specialists in Applied Geotechnics
                                                                                                                                                                                        PO Box 317, Paddington, 4064
                                                                                                                                                                                                                                                     Location Number: BH 01
                                                                                                                                                                                        +61 7 3369 6000
                                                                                                                                                                                        [email protected]
                                                                                                                                                                                                                                                     Project Number: 1-22543
                                                                                                                                                                                        www.soilsurveys.com.au                                       Project Name: Proposed Residence
                                                                                                                                                                                                                                                     Location: 40 Park Crescent, Sunshine Beach
                                                                                                                                                      Easting: 511076                        Northing: 7079137            RL: 27.6 m                 Client: Sanya Holdings Pty Ltd
                                                                                                                                                      Logger: RH                        Operator: RH               Machine:   EVH1750                Date: 20/05/2020                     Page: 2 OF 2
                                                                                                                                                 Drilling Method                                                                                                                               DCP Test
                                                                                                                                                                                                   Graphic                                                                                  (blows/100mm)                          Samples and
                                                                                                                                                                                   Depth                                           Description
                                                                                                                                                                        Casing
                                                                                                                                                                 NMLC




                                                                                                                                                                                                                                                                                                                                    Remarks
                                                                                                                                                      WB
                                                                                                                                                            RR




                                                                                                                                                                                                                                                                              0         6              12   18     24     30
                                                                                                                                                 TC




                                                                                                                                                                                                             SAND (SP) Loose to medium dense, fine to medium
                                                                                                                                                                                                             grained, light grey, moist. (continued)



                                                                                                                                                                                 5.5       5.50
                                                                                                                                                                                                             SAND (SP) Medium dense, fine to medium grained, light
                                                                                                                                                                                                             grey, moist.
                                                                                                                                                                                                                                                                                                                               D



                                                                                                                                                                                 6.0




                                                                                                                                                                                 6.5




                                                                                                                                                                                 7.0       7.00
                                                                                                                                                                                                             SAND (SP) Dense, fine to medium grained, light grey, moist.
SOIL SURVEYS 2.00 LIB 2017-07-13.GLB Log SOIL_SURVEY_AUGER_LOG2 1-22543_GINT.GPJ <<DrawingFile>> 15/06/2020 16:21 10.0.000 Developed by Datgel




                                                                                                                                                                                 7.5       7.50

                                                                                                                                                                                                              BOREHOLE BH 01 TERMINATED AT 7.50 m



                                                                                                                                                                                 8.0




                                                                                                                                                                                 8.5




                                                                                                                                                                                 9.0




                                                                                                                                                                                 9.5




                                                                                                                                                                                 10.0
                                                                                                                                                                                                                                                                      Weathering Grades                     Samples
                                                                                                                                                  Comments:                                                                                                                    RS - Residual Soil
                                                                                                                                                                                                                                                                           XW - Extremely weathered                U50
                                                                                                                                                  1. Groundwater not encountered during augering.
                                                                                                                                                                                                                                                                            HW - Highly weathered
                                                                                                                                                                                                                                                                           DW - Distinctly weathered

                                                                                                                                                  2. RL estimated from provided survey.                                                                                    MW - Moderately weathered
                                                                                                                                                                                                                                                                            SW - Slightly weathered
                                                                                                                                                                                                                                                                                  FR - Fresh
                                                                                                                                                                                                                                                                                                                   SPT
                                                                                                                                                                                                                                                                        Rock Strength                        Disturbed
                                                                                                                                                                                                                                                                              RS - Residual Soil
                                                                                                                                                                                                                                                                                VL - Very low                 Sample
                                                                                                                                                                                                                                                                                   L - Low
                                                                                                                                                                                                                                                                                 M - Medium                        Bulk        Approved: GB
                                                                                                                                                                                                                                                                                   H - High
                                                                                                                                                                                                                                                                                                                 Sample
                                                                                                                                                           Water First Noted             Water Steady Level                                                                    VH - Very high
                                                                                                                                                                                                                                                                             EH - Extremely high                               Date:     15/06/2020

Used in these records

About this file

File size
7.2 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

RFI - Attachment C - Slope Stability Assessment and Geotechnical report.pdf · 7.2 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.