410
410
0.3 m THICK CREST CAPPING MATERIAL
10 m
400
400
EMBANKMENT - STAGE 2
RL. 390.30 m
390
390
ANCHOR TRENCH SIZING TBC
380
380
GEOMEMBRANE LINER OVER FINE GRAINED SOIL (3m WIDE) FURTHER DETAIL TBC
2.5H
2.5H
1V
1V
370
370
MIN. 3 mWIDE CORRIDOR FOR MAINTENANCE ACCESS
RL. 360.00 m
360
360
350
350
ANCHOR TRENCH SIZING TBC
EMBANKMENT - STAGE 1
EXISTING GROUND
0.3 m THICK ROCK ON GEOTEXTILE FOR EROSION
340
340
PROTECTION ALONG DOWNSTREAM TOE
330
330
REMOVAL AND PLACEMENT OF MATERIAL MAY BE DIRECTED BY THE DESIGN REPRESENTATIVE TO PROVIDE SUITABLE SUBGRADE CONDITIONS
320
320
ANCHOR TRENCH TO EXTEND INTO WEATHERED ROCK
310
310
300
300
290
290
0
50
100
150
200
250
300
350 355
EMBANKMENT - TYPICAL SECTION
A 002
SCALE 1:1,000 m
LEGEND
50 25 NOT FOR CONSTRUCTION PRELIMINARY 0
STAGE 1 DESIGN
STAGE 2 DESIGN
GEOMEMBRANE LINER FINE GRAINED SOIL SURFACE ORIGINAL GROUND PRE MINING
LINER
LINER
1:1,000
METRES
CLIENT
PROJECT
HERITAGE MINERALS
MOUNT MORGAN GOLD PROJECT UPPER MUNDIC GULLY - TSF CONCEPT DESIGN
TITLE
CONSULTANT
BRISBANE OFFICE 900 ANN STREET FORTITUDE VALLEY, QLD 4006 AUSTRALIA [+61] (7) 3854 6200
TYPICAL SECTION
B 2025-07-04 PRELIMINARY - NOT FOR CONSTRUCTION
DT/DW
EN/TD
MJG
MJG
A 2024-08-26 DRAFT - FOR INFORMATION ONLY
DT/DW
EN/TD
MJG
MJG
DOCUMENT No. 019
5 6 of
FIGURE 005
PS2132478 PROJECT NO.
REV.
B
DESCRIPTION YYYY-MM-DD
PREPARED REVIEWED APPROVED DESIGNED
REV.
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