3. Site Hazards Table 3- 1 Description: Unknown Shear wave velocity: Vs value - note how determined Site class: Site class - note how determined Soil stability: Expansive or collapsible Reference: XXXXXXXXXXXXXXX Comments: Table 3- 2 Hazard MCE 0.2 sec period: 0.XX g Spectral Acceleration1 1.0 sec period: 0.XX g Fault rupture: Yes or No Vulnerability2 Slope failure: Yes or No Liquefaction: Yes or No Distance to Nearest Fault3 X miles References:
3. Site Hazards Table 3- 1 Description: Unknown Shear wave velocity: Vs value - note how determined Site class: Site class - note how determined Soil stability: Expansive or collapsible Reference: XXXXXXXXXXXXXXX Comments: Table 3- 2 Hazard MCE Spectral Acceleration1 0.2 sec period: 0.XX g 1.0 sec period: 0.XX g Vulnerability2 Fault rupture: Yes or No Slope failure: Yes or No Liquefaction: Yes or No Distance to Nearest Fault3 X miles References:
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