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Landfill Extension — 3D Earthworks Model

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Terrain

Natural ground (NGL)Pre-topo survey · EL 71.49–73.50

Cut area — subgrade below NGL≈11,350 m³

Fill area — suitable fill, subgrade above NGL≈10,790 m³

Base formation layer — 500 mm gatch≈16,490 m³

Bundwall — new, 3 sides≈63,860 m³

Existing bundwall — NE side≈32,470 m³

Bundwall volume per 250 mm level lift

Lift	Elevation	New (3 sides)	Existing (NE)
1 (bottom)	EL 71.51–71.76 m	334 m³	—
2	EL 71.76–72.01 m	1,925 m³	—
3	EL 72.01–72.26 m	3,499 m³	3 m³
4	EL 72.26–72.51 m	4,241 m³	81 m³
5	EL 72.51–72.76 m	4,521 m³	401 m³
6	EL 72.76–73.01 m	4,660 m³	1,071 m³
7	EL 73.01–73.26 m	4,764 m³	2,271 m³
8	EL 73.26–73.51 m	4,702 m³	3,001 m³
9	EL 73.51–73.76 m	4,526 m³	3,041 m³
10	EL 73.76–74.01 m	4,270 m³	2,969 m³
11	EL 74.01–74.26 m	4,102 m³	2,878 m³
12	EL 74.26–74.51 m	3,839 m³	2,762 m³
13	EL 74.51–74.76 m	3,539 m³	2,682 m³
14	EL 74.76–75.01 m	3,181 m³	2,518 m³
15	EL 75.01–75.26 m	2,961 m³	2,248 m³
16	EL 75.26–75.51 m	2,778 m³	2,021 m³
17	EL 75.51–75.76 m	2,325 m³	1,790 m³
18	EL 75.76–76.01 m	2,017 m³	1,502 m³
19 (top)	EL 76.01–76.26 m	1,677 m³	1,229 m³
Total		63,860 m³	32,470 m³

Geosynthetics anchor trench0.70 × 0.70 m groove · ≈530 m³

Roads, ramps & platform≈6,370 m³

End of operations (indicative)

1 m contours

250 mm lift contours

Vertical exaggeration2.5×

Probe

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