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MCU25 0087 - Reference Document - Coastal Hazard Assessment (As Published)
E 511000
E 511250
E 511500
E 511750
E 512000
LOCALITY MAP
Rocky Point
CORAL
Survey Area SEA
N 7080250
Tewantin Noosa Heads N 7080250
Noosa Heads
e
Terrac
Noosaville Sunrise Beach
Marcus Beach
Peregian Beach
Seaview
Peregian Springs Scale 1 : 100 000
0 1000 2500m
N 7080000 N 7080000
ent
Cresc
koon
Aara
Sunshine Beach
1.8
N 7079750 N 7079750
Street
Bel
mo
re
CORAL SEA
s
Steven
Ter
r
ace
Sunshine Beach
Park
N 7079500 N 7079500
Street
N 7079250 N 7079250
Crank
Par
k
Cr
es
ce
nt
N 7079000
N 7079000
LEGEND
Contour
Profile Alignment
SOUNDINGS (m) LEVELS (m)
below datum 0.9 above datum
above datum 3 below datum
-1.2
AHD Positive Depths (m)
7.0 0.0 -1.0 -2.5 -5.0 -10.0 -15.0 19.0
Plot File Sunshine Beach.pdf
CLASS
Ref No. P0100
E 511250
E 511500
E 511750
E 512000
E 511000
N/A Plan No. SM-1077-1
* SEE NOTES Sheet No. Sheet 1 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
Document Set ID: 24631530
Version: 1, Version Date: 24/03/2026
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