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Coastal Hazard Assessment · MCU25/0087
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Section 1
From Pos: 511367.070, 7080137.087 To Pos: 512074.151, 7080019.540
20 m
10 m
0m
-10 m
-20 m
0m 100 m 200 m 300 m 400 m 500 m 600 m 700 m 719 m
Vertical to Horizontal Scale = 5:1
Section 2
From Pos: 511281.090, 7079645.664 To Pos: 512043.470, 7079515.647
20 m
10 m
0m
-10 m
-20 m
0m 100 m 200 m 300 m 400 m 500 m 600 m 700 m 776 m
Vertical to Horizontal Scale = 5:1
Section 3
From Pos: 511198.045, 7079152.958 To Pos: 512086.607, 7079002.564
20 m
10 m
0m
-10 m
-20 m
0m 100 m 200 m 300 m 400 m 500 m 600 m 700 m 800 m 904 m
Vertical to Horizontal Scale = 5:1
Plot File Sunshine Beach.pdf
CLASS
Ref No. P0100
N/A Plan No. SM-1077-2
* SEE NOTES Sheet No. Sheet 2 of 2
NOTES: Horizontal Datum MGA Zone 56 (GDA2020) Vessel SandXpress Signature
1. This data is correct at the time of survey only. Base Station Echo Sounder CEE ECHO Hydrographic R TANSLEY
2. This survey meets the mandatory requirements as outlined in the International Hydrographic
Organisation Standards for Hydrographic Surveys S-44 Edition 6.1.0.
HxGN SmartNet Service (NOSA) Motion Reference Unit Surveyor
Field
CPHS Level 2 Sunshine Beach Profiles
3. Horizontal and vertical control for the survey was based on the Septentrio Altus NR3 RTK GNSS Vertical Datum AHD based on PSM 18419 Altus NR3 R TANSLEY
system along with HxGN SmartNet RTK corrections. Tide Notes
Horizontal Positioning
HxGN SmartNet Corrections
Surveyor Email: [email protected] Beach Profile Survey
4. Position and heading checks confirmed against Septentrio Altus NR3 RTK GNSS during survey. Checked R TANSLEY www.sandmap.com.au
Soundings reduced to datum using RTK GNSS ellipsoidal heights with Data Collection /
5. HxGN SmartNet corrections and AUSGeoid2020.
BeamworX, Qimera Client Scale 1 : 2000 at A1 13 October 2025
6. Background imagery Nearmap 25/08/2025. Processing 0 20 50m
Aboda Design Group
Depth Tolerance 0.25m Horizontal Tolerance 0.5m Weather 5-8 knots S Survey Control PSM 18419
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