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Comprehensive Site Development Plan ... - City of Kelowna

Comprehensive Site Development Plan ... - City of Kelowna

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Design Component Natural Control Landfill Engineered Landfill<br />

Minimum Liner Thickness (m) 2.0 1.0<br />

Maximum Liner Hydraulic Conductivity (cm/s) 1 x 10 -6 1 x 10 -7<br />

Minimum Slope <strong>of</strong> Bottom <strong>of</strong> Liner N/A 2% on controlling slopes<br />

0.5% on remaining slopes<br />

Thickness <strong>of</strong> Leachate Collection System (m) N/A 0.3<br />

Hydraulic Conductivity <strong>of</strong> Leachate Collection<br />

System (cm/s)<br />

N/A 1 x 10 -2<br />

Maximum Hydraulic Head on Liner (m) N/A 0.3<br />

Final Cover Thickness (m) 1.0 1.0<br />

Cover Hydraulic Conductivity (cm/s) 1 x 10 -5 1 x 10 -5<br />

Topsoil Thickness (m) 0.15 0.15<br />

Final Cover Minimum Slope 4% 4%<br />

Final Cover Maximum Slope 33% 33%<br />

N/A denotes Not Applicable

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