330
340
STAGE 1 EMBANKMENT EXTENT
350
MASS CONCRETE PLUG AND MINE SPOIL ZONE
360
EXISTING STORMWATER DIVERSION TUNNEL
370
380
STAGE 2 EMBANKMENT PAVED CREST NOM. 10m WIDE
0
50
100
1:2,500
METRES
380
LEGEND
210
EXISTING GROUND SURFACE AT 2 m CONTOUR INTERVALS
210
370
STAGE 1 EMBANKMENT DESIGN AT 2 m CONTOUR INTERVALS
210
STAGE 2 EMBANKMENT DESIGN AT 2 m CONTOUR INTERVALS
360
EXISTING STORMWATER DIVERSION TUNNEL
MASS CONCRETE PLUG
350
MINE SPOIL (SIZING TBC)
ORIGINAL GROUND PRE MINING
EMBANKMENT-PLAN VIEW SCALE 1:2,500 m
STAGE 2 EMBANKMENT CREST LEVEL
INDICATIVE CROSSING - EXISTING STORMWATER DIVERSION TUNNEL
DATUM 315.00
STAGE 2 CREST LEVEL (m)
EXISTING GROUND
CUT AND FILL DEPTH (m)
CHAINAGE
NOT FOR CONSTRUCTION PRELIMINARY
EMBANKMENT-LONGITUDINAL SECTION SCALE 1:2,500 m
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
PLAN AND LONGITUDINAL SECTION - STAGE 2
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
4 6 of
FIGURE 004
PS2132478 PROJECT NO.
REV.
B
DESCRIPTION YYYY-MM-DD
PREPARED REVIEWED APPROVED DESIGNED
REV.
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