Skip to the record
Trusted by locals. Built for Noosa.

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 HAND AUGER RECORD SHEET
                                                                                                                                                                                       Specialists in Applied Geotechnics
                                                                                                                                                                                       PO Box 317, Paddington, 4064
                                                                                                                                                                                                                                                   Location Number: HA 02
                                                                                                                                                                                       +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: 511096                       Northing: 7079159            RL: 18.2 m                Client: Sanya Holdings Pty Ltd
                                                                                                                                                      Logger: RH                       Operator: RH               Machine:   Hand Auger            Date: 20/05/2020                     Page: 1 OF 1
                                                                                                                                                 Drilling Method                                                                                                                             DCP Test
                                                                                                                                                                                                  Graphic                                                                                 (blows/100mm)                          Samples and
                                                                                                                                                                                   Depth                                          Description
                                                                                                                                                                        Casing
                                                                                                                                                                 NMLC




                                                                                                                                                                                                                                                                                                                                  Remarks
                                                                                                                                                      WB
                                                                                                                                                            RR




                                                                                                                                                                                                                                                                            0         6              12   18     24     30
                                                                                                                                                 TC




                                                                                                                                                                                                            FILL SAND (SP) Very loose, fine to medium grained, dark
                                                                                                                                                                                                            brown mottled light brown, with organics, moist.
                                                                                                                                                                                           0.20
                                                                                                                                                                                                            FILL SAND (SP) Very loose, fine to medium grained, dark
                                                                                                                                                                                                            brown mottled light brown, trace of organics, moist.
                                                                                                                                                                                 0.5                                                                                                                                         D




                                                                                                                                                                                           0.80
                                                                                                                                                                                                            NATURAL Silty SAND (SM) Very loose, fine to medium
                                                                                                                                                                                                            grained, dark grey, trace of organics, moist.
                                                                                                                                                                                 1.0
                                                                                                                                                                                           1.10
                                                                                                                                                                                                            SAND (SP) Very loose, fine to medium grained, light brown,
                                                                                                                                                                                                            moist.
                                                                                                                                                                                           1.40
                                                                                                                                                                                 1.5                        SAND (SP) Very loose to loose, fine to medium grained,
                                                                                                                                                                                                            mottled light grey light brown, moist.


                                                                                                                                                                                           1.80

                                                                                                                                                                                                             HAND AUGER HA 02 TERMINATED AT 1.80 m
                                                                                                                                                                                 2.0
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




                                                                                                                                                                                 2.5




                                                                                                                                                                                 3.0




                                                                                                                                                                                 3.5




                                                                                                                                                                                 4.0




                                                                                                                                                                                 4.5




                                                                                                                                                                                 5.0
                                                                                                                                                                                                                                                                      Weathering Grades                   Samples
                                                                                                                                                  Comments:                                                                                                                  RS - Residual Soil
                                                                                                                                                                                                                                                                         XW - Extremely weathered                U50
                                                                                                                                                  1. Groundwater not encountered during augering.
                                                                                                                                                                                                                                                                          HW - Highly weathered
                                                                                                                                                                                                                                                                         DW - Distinctly weathered

                                                                                                                                                  2. Hand auger refusal at 1.80m.                                                                                        MW - Moderately weathered
                                                                                                                                                                                                                                                                          SW - Slightly weathered                SPT
                                                                                                                                                  3. RL estimated from provided survey.                                                                                         FR - Fresh
                                                                                                                                                                                                                                                                         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”.