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etaining structure and/ or <strong>the</strong> weight of a soil/rock berm are placed at <strong>the</strong> toe of <strong>the</strong> landslide or<br />

when mass is removed from <strong>the</strong> top of <strong>the</strong> slope.<br />

Johnson County<br />

Table 3.118. Johnson County CPRI: Landslide<br />

Hazard Type Probability Magnitude<br />

Warning<br />

Time Duration CPRI<br />

Planning<br />

Significance<br />

Johnson County<br />

Landslide 1 2 4 1 1.75 Low<br />

Leavenworth County<br />

Table 3.119. Leavenworth County CPRI: Landslide<br />

Hazard Type Probability Magnitude<br />

Warning<br />

Time Duration CPRI<br />

Planning<br />

Significance<br />

Leavenworth County<br />

Landslide 1 2 4 1 1.75 Low<br />

Wyandotte County<br />

Table 3.120. Wyandotte County CPRI: Landslide<br />

Hazard Type Probability Magnitude<br />

Warning<br />

Time Duration CPRI<br />

Planning<br />

Significance<br />

Wyandotte County<br />

Landslide 1 2 4 1 1.75 Low<br />

Consequence (Impact) Analysis<br />

The information in Table 3.121 provides <strong>the</strong> Consequence Analysis of Potential for Detrimental<br />

Impacts of Hazards done for accreditation with <strong>the</strong> Emergency Management Accreditation<br />

Program (EMAP).<br />

3.203

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