| Station | Distance (m) | Elevation (m) (relative to:) | Remarks |
|---|---|---|---|
| BM 1 to BM 2 | BM 1 | ||
| 1. | 16.9 | 0.34 | |
| 2. | 15.9 | 0.28 | top of bank |
| 3. | 14.6 | -0.18 | |
| 4. | 14.4 | -0.37 | |
| 5. | 14.0 | -0.7 | estimated bankfull stage |
| 6. | 13.8 | -0.99 | |
| 7. | 13.8 | -1.19 | bottom of bank |
| 8. | 12.9 | -1.38 | |
| 9. | 12.4 | -1.69 | edge of water |
| 10. | 12.3 | -1.86 | first entry in water |
| 11. | 11.5 | -2.14 | water surface = 0.48 m. |
| 12. | 10.7 | -2.15 | |
| 13. | 9.7 | -2.04 | |
| 14. | 9.0 | -1.18 | estimated bankfull stage; top bank undercut 0.14 m. |
| 15. | 8.1 | -0.92 | |
| 16. | 8.0 | -0.81 | |
| 17. | 7.0 | -0.86 | |
| 18. | 5.1 | -0.81 | |
| 19. | 3.6 | -0.37 | |
| BM 3 to BM 4 | BM 3 | ||
| 1. | 25.8 | 0.26 | |
| 2. | 24.5 | 0.02 | |
| 3. | 23.0 | -0.13 | |
| 4. | 22.0 | -0.15 | |
| 5. | 21.5 | -0.14 | |
| 6. | 20.3 | -0.23 | top of bank |
| 7. | 19.3 | -0.63 | bottom of bank |
| 8. | 19.0 | -1.09 | estimated bankfull stage |
| 9. | 18.0 | -1.63 | edge of water and bottom bank |
| 10. | 16.5 | -1.84 | |
| 11. | 16.5 | -1.93 | water surface = 0.33 m. |
| 12. | 15.0 | -1.88 | |
| 13. | 13.7 | -1.81 | |
| 14. | 12.8 | -1.62 | edge of water, bottom of bank |
| 15. | 12.7 | -0.97 | estimated bankfull stage |
| 16. | 11.8 | -0.79 | |
| 17. | 10.5 | -0.66 | |
| 18. | 9.7 | -0.45 | |
| 19. | 7.2 | -0.39 | |
| 20. | 3.4 | -0.18 | |
| BM 3 to BM 5 | BM 5 | ||
| 1. | 25.0 | 0.35 | |
| 2. | 24.0 | 0.37 | |
| 3. | 23.5 | 0.18 | edge of cutbank |
| 4. | 23.1 | -0.35 | |
| 5. | 22.5 | -0.88 | bottom of cutbank |
| 6. | 22.5 | -1.00 | estimated bankfull stage (?) |
| 7. | 21.4 | -1.19 | estimated bankfull stage (?) |
| 8. | 21.2 | -1.67 | edge of water |
| 9. | 20.5 | -1.81 | water surface = 0.21 m. |
| 10. | 20.0 | -1.87 | |
| 11. | 19.5 | -1.91 | |
| 12. | 18.3 | -1.70 | edge of water |
| 13. | 18.0 | -1.57 | |
| 14. | 16.7 | -1.44 | top of bank |
| 15. | 16.6 | -1.3 | estimated bankfull stage (?) |
| 16. | 15.5 | -1.0 | estimated bankfull stage (?) |
| 17. | 14.7 | -0.93 | |
| 18. | 14.1 | -0.76 | |
| 19. | 13.2 | -0.49 | |
| 20. | 11.4 | -0.3 | |
| 21. | 9.7 | -0.33 | |
| 22. | 8.8 | -0.36 | |
| 23. | 7.5 | 0.09 | |
| 24. | 6.0 | -0.1 | |
| 25. | 3.6 | -0.79 | |