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

Original source · versioned page text

1-22276-01 site plan

of 69

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

Page text read automatically using OCR, there may be inaccuracies

Plans and drawings

This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).

Log in to see the plans as drawn
                                                                                                                                                                                       Soil Surveys Engineering Pty. Limited                             BOREHOLE RECORD SHEET
                                                                                                                                                                                       Specialists in Applied Geotechnics
                                                                                                                                                                                       PO Box 317, Paddington, 4064
                                                                                                                                                                                                                                                    Location Number: BH 03
                                                                                                                                                                                       +61 7 3369 6000
                                                                                                                                                                                       [email protected]
                                                                                                                                                                                                                                                    Project Number: 1-22276
                                                                                                                                                                                       www.soilsurveys.com.au                                       Project Name: Prop. Service Station Reconstruction
                                                                                                                                                                                                                                                    Location: 52-54 Mary St & Weyba Rd, Noosaville
                                                                                                                                                      Easting: 506847                       Northing: 7079981             RL:                       Client: Belo Developments
                                                                                                                                                      Logger: RH                       Operator: RH               Machine:      EVH1750             Date: 25/02/2020                     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




                                                                                                                                                                                           0.07             BITUMEN
                                                                                                                                                                                           0.25             FILL Sandy GRAVEL (GP) Dense, fine to medium sized,
                                                                                                                                                                                                            dark grey mottled dark brown, fine to coarse grained sand,
                                                                                                                                                                                                            moist.                                                                                                            D
                                                                                                                                                                                           0.60             FILL Sandy CLAY (CI-CH) Very stiff, medium to high
                                                                                                                                                                                                            plasticity, dark brown, fine to coarse grained sand, moist.
                                                                                                                                                                                                            (Hydrocarbons present).
                                                                                                                                                                                 1.0                        NATURAL Silty SAND (SM) Medium dense, fine to medium
                                                                                                                                                                                                            grained, dark grey, moist. (Hydrocarbons present).
                                                                                                                                                                                           1.20
                                                                                                                                                                                                            SAND (SP) Medium dense, fine to medium grained, light
                                                                                                                                                                                                            grey, wet. (Hydrocarbons present).

                                                                                                                                                                                           1.70
                                                                                                                                                                                                            Silty SAND (SM) Medium dense, fine to medium grained,
                                                                                                                                                                                                            dark grey, wet.
                                                                                                                                                                                 2.0




                                                                                                                                                                                                                                                                                                                              D

                                                                                                                                                                                 3.0
                                                                                                                                                                                           3.10
SOIL SURVEYS 2.00 LIB 2017-07-13.GLB Log SOIL_SURVEY_AUGER_LOG2 1-22276_GINT.GPJ <<DrawingFile>> 13/03/2020 14:39 10.0.000 Developed by Datgel




                                                                                                                                                                                                            Silty SAND (SM) Very dense to dense, fine to medium
                                                                                                                                                                                                            grained, dark brown, wet. (Indurated).




                                                                                                                                                                                 4.0       4.00

                                                                                                                                                                                                             BOREHOLE BH 03 TERMINATED AT 4.00 m




                                                                                                                                                                                 5.0




                                                                                                                                                                                 6.0




                                                                                                                                                                                 7.0
                                                                                                                                                                                                                                                                      Weathering Grades                    Samples
                                                                                                                                                  Comments:                                                                                                                   RS - Residual Soil
                                                                                                                                                                                                                                                                          XW - Extremely weathered                U50
                                                                                                                                                  1. Groundwater noted at 1.20m.
                                                                                                                                                                                                                                                                           HW - Highly weathered
                                                                                                                                                                                                                                                                          DW - Distinctly weathered

                                                                                                                                                  2. DCP refusal at 3.00m.                                                                                                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:
                                                                                                                                                                                                                                                                                  H - High
                                                                                                                                                                                                                                                                                                                Sample
                                                                                                                                                           Water First Noted            Water Steady Level                                                                    VH - Very high
                                                                                                                                                                                                                                                                            EH - Extremely high                               Date:
Log in to download the original file

1-22276-01 site plan.pdf · 5.6 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

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”.