LEGEND
210
EXISTING GROUND SURFACE AT 2 m CONTOUR INTERVALS
210
STAGE 1 EMBANKMENT DESIGN AT 2 m CONTOUR INTERVALS
STAGE 1 INDICATIVE STORAGE FOOTPRINT
EXISTING STORMWATER DIVERSION TUNNEL
MASS CONCRETE PLUG
MINE SPOIL (SIZING TBC)
ORIGINAL GROUND PRE MINING
330
340
MINE SPOIL
MASS CONCRETE PLUG
350
STAGE 2 EMBANKMENT EXTENT
360
360 356 358
352 354
350 346 348
EXISTING STORMWATER DIVERSION TUNNEL
EMBANKMENT-PLAN VIEW SCALE 1:2,500 m
STAGE 1 EMBANKMENT CREST LEVEL
REMOVAL OF MATERIAL MAY BE DIRECTED BY THE DESIGN REPRESENTATIVE TO PROVIDE SUITABLE SUBGRADE CONDITIONS
EXISTING STORMWATER DIVERSION TUNNEL (PROJ)
DATUM 300.00
STAGE 1 CREST LEVEL (m)
EXISTING GROUND
CUT AND FILL DEPTH (m)
NOT FOR CONSTRUCTION PRELIMINARY
CHAINAGE
EMBANKMENT-LONGITUDINAL SECTION SCALE 1:2,500 m
0
50
100
1:2,500
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
PLAN AND LONGITUDINAL SECTION - STAGE 1
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
3 6 of
FIGURE 003
PS2132478 PROJECT NO.
REV.
B
DESCRIPTION YYYY-MM-DD
PREPARED REVIEWED APPROVED DESIGNED
REV.
Powered by FlippingBook