| Borehole Number: |
| Coordinates Type: WGS 84 |
| Coordinates Format: Decimal Degrees (DD) |
| Coordinates: -19.53856 , 23.52651 |
| Location: Gomoti |
| Location Description: GOMOTI (MAUN) |
| Start Drill: 2003-09-04 |
| End Drill: 2003-09-04 |
| Borehole Type: Groundwater |
| Drilling Method: Percussion |
| Drilling Rig(s): N/A |
| Sample Type: Water |
| Depth of Surface Casing: N/A |
| Hole Inclination: N/A |
| Estimated Yield: 55 M3/hr |
| Static Water Level: N/A |
| Borehole Water Strike: N/A |
| End of Hole (Depth): 138 Metres |
| Hole Diameter: 381 Millimetres |
| Log Formation: |
| No. | From (m) | To (m) | Log Formation |
|---|
| 1. | 0 | 2 | Dark grey clay |
| 2. | 2 | 8 | Light grey sandy clay |
| 3. | 8 | 10 | Brown time to medium grained sand |
| 4. | 10 | 12 | Grey sandy soil |
| 5. | 12 | 24 | Brown fine medium gravel sand |
| 6. | 24 | 26 | Brown fine to medium clay sand |
| 7. | 26 | 41 | Brown fine to coarse gravel sand |
| 8. | 41 | 58 | White and brown fine to medium gravel sand |
| 9. | 58 | 68 | Brown fine grained sand with clay soil |
| 10. | 68 | 73 | Brown fine to medium gravel soil |
| 11. | 73 | 75 | Brown sandy clay |
| 12. | 75 | 85 | Brown fine to medium grained soil |
| 13. | 85 | 99 | Brown fine gravel with sand |
| 14. | 99 | 104 | Brown sandy clay |
| 15. | 104 | 106 | Brown fine to medium gravel sand |
| 16. | 106 | 107 | Brown fine grained sand |
| 17. | 107 | 126 | Brown fine grained with sandy clay |
| 18. | 126 | 138 | Brown grained with sand |
© Botswana Geoscience Institute 2025 | www.bgi.org.bw | Disclaimer