| 6. Voids and Fissures in Soil | 2 | 2 | 2 | 2 | 4 | 2 | 2 | 4 | 2 | 4 | 2 | 2 | 2 | 4 | 2 | 2 |
| 7. Depth of Void (m) | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 3 | 4 | 2 | 2 | 1 | 2 | 2 | 2 |
| 8. Proximity of Voids (m) | 2 | 4 | 2 | 3 | 4 | 3 | 2 | 4 | 3 | 3 | 4 | 3 | 3 | 4 | 3 | 3 |
| 9. History of Sinkholes, within 30 m | 2 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| 10. Shear Wave Velocity (m/sec) | 4 | 3 | 3 | 4 | 3 | 3 | 3 | 3 | 3 | 3 | 2 | 3 | 4 | 3 | 3 | 3 |
| 11. Decrease in Shear Wave Velocity (m/sec) | 2 | 3 | 3 | 2 | 4 | 4 | 2 | 4 | 4 | 4 | 1 | 1 | 1 | 1 | 1 | 1 |
| 12. Bedrock Orientation | 3 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 |
| 13. Depth to Groundwater (m) | 3 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 |
| 14. Groundwater Pumping History | 2 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 |
| 15. Groundwater Flow in Voids | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 2 | 4 | 2 | 2 | 2 | 2 | 2 | 2 |
| 16. Pipe Leak, within 30 m | 3 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| 17. Process Water Discharge, within 30 m | 3 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| 18. Storm water Ponding, within 30 m | 2 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 | 3 |
| 19. Buried Structures, within 30 m | 2 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 2 | 2 | 2 |
| 20. Soil Disturbance, within 30 m | 2 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
| 21. Impervious Surfaces, within 30 m | 3 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 | 1 |
| 22. Data Coverage | 2 | 3 | 4 | 3 | 2 | 4 | 4 | 3 | 4 | 3 | 4 | 4 | 3 | 3 | 4 | 4 |
| Total Risk | 95 | 93 | 95 | 99 | 97 | 91 | 101 | 99 | 107 | 89 | 91 | 91 | 95 | 93 | 93 | |
| Ranking | 5 | 6 | 5 | 3 | 4 | 7 | 2 | 3 | 1 | 8 | 7 | 7 | 5 | 6 | 6 |