You are an appointed as an engineer in a landfill construction project. The team planned to design a double-liner system for the landfill. What is the recommended depth and coefficient of permeability for compacted soil?

1
2ft and K ≤ 10- 6 cm /sec
2
2ft and K ≤  10- 7 cm /sec
3
3ft and K ≤ 10- 6 cm /sec
4
3ft and K ≤ 10- 7 cm /sec

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