| Station | Distance (m) | Elevation (m) (relative to:) | Remarks |
|---|---|---|---|
| BM 1 to BM 2 | BM 1 | 15 August 1975 | |
| 1. | 41.57 | 1.86 | on levee |
| 2. | 40.38 | 1.71 | top of levee |
| 3. | 39.88 | 1.37 | bottom of levee |
| 4. | 37.39 | 1.21 | top of terrace |
| 5. | 36.89 | 0.63 | |
| 6. | 34.7 | -0.23 | toe of terrace |
| 7. | 32.9 | -0.45 | |
| 8. | 31.41 | -0.36 | |
| 9. | 30.00 | -0.36 | |
| 10. | 28.00 | -0.29 | |
| 11. | 27.0 | -0.32 | |
| 12. | 25.2 | -0.37 | |
| 13. | 23.7 | -0.58 | |
| 14. | 21.0 | -0.82 | |
| 15. | 19.0 | -1.00 | |
| 16. | 17.3 | -1.18 | |
| 17. | 16.0 | -1.4 | estimated bankfull stage (straight down) |
| 18. | 15.0 | -2.08 | edge of water, water surface = 0.07 m. |
| 19. | 15.0 | -2.32 | |
| 20. | 13.5 | -2.27 | water surface = 0.27 m. |
| 21. | 13.00 | -2.22 | |
| 22. | 12.0 | -2.24 | |
| 23. | 11.0 | -2.17 | |
| 24. | 10.5 | -2.03 | edge of water (?) |
| 25. | 9.7 | -1.66 | bottom of bank |
| 26. | 8.8 | -0.32 | estimated bankfull stage (?) |
| 27. | 8.0 | -0.08 | |
| 28. | 6.6 | -0.001 | |
| 29. | 3.3 | -0.03 | |
| BM 3 to BM 2 | BM 3 | 15 August 1975 | |
| 1. | 57.44 | 1.34 | at BM 2, on levee |
| 2. | 55.94 | 1.29 | top of levee |
| 3. | 53.95 | 0.88 | bottom of levee |
| 4. | 52.0 | 0.92 | top of cutbank |
| 5. | 48.0 | -0.78 | bottom of cutbank |
| 6. | 44.3 | -0.81 | |
| 7. | 39.5 | -0.79 | |
| 8. | 37.0 | -0.97 | |
| 9. | 33.0 | -1.31 | |
| 10. | 29.0 | -1.93 | estimated bankfull stage |
| 11. | 28.5 | -2.2 | bottom of bank |
| 12. | 28.5 | -2.31 | edge of water |
| 13. | 28.07 | -2.46 | water surface = 0.06 m. |
| 14. | 27.87 | -2.46 | |
| 15. | 27.27 | -2.39 | edge of water |
| 16. | 27.17 | -2.37 | on gravel bar |
| 17. | 24.58 | -2.13 | on gravel bar |
| 18. | 22.58 | -1.63 | bottom of bank |
| 19. | 21.8 | -1.04 | estimated bankfull stage |
| 20. | 18.9 | -0.76 | |
| 21. | 14.6 | -0.23 | |
| 22. | 9.8 | -0.3 | |
| 23. | 5.3 | -0.04 | |
| 24. | 2.8 | -0.01 | |
| BM 3 to BM 4 | BM 3 | 15 August 1975 | |
| 1. | 42.91 | 1.5 | at BM 4 on levee |
| 2. | 41.42 | 1.39 | top of terrace, edge of levee |
| 3. | 40.0 | 0.35 | |
| 4. | 37.5 | -0.48 | toe of terrace |
| 5. | 35.7 | -0.66 | |
| 6. | 32.1 | -0.66 | |
| 7. | 29.1 | -0.99 | |
| 8. | 26.8 | -0.85 | |
| 9. | 25.5 | -1.24 | estimated bankfull stage |
| 10. | 24.8 | -1.88 | bottom of bank, undercut 0.1 m. |
| 11. | 24.0 | -2.29 | edge of water |
| 12. | 23.95 | -2.65 | water surface = 0.26 m. |
| 13. | 22.95 | -2.64 | |
| 14. | 21.46 | -2.48 | |
| 15. | 20.56 | -2.38 | edge of water |
| 16. | 19.96 | -1.91 | bottom of bank |
| 17. | 18.96 | -1.24 | estimated bankfull stage |
| 18. | 17.96 | -0.94 | ditch |
| 19. | 15.8 | -0.9 | ditch |
| 20. | 13.0 | -0.41 | |
| 21. | 8.5 | -0.26 | |
| 22. | 5.1 | -0.09 | |
| 23. | 3.0 | -0.09 | |
| BM 3 to BM 5 | BM 3 | 15 August 1975 | |
| 1. | 43.41 | 1.41 | at BM 5 on levee |
| 2. | 42.0 | 1.00 | top of terrace |
| 3. | 41.0 | 0.11 | inter. break in slope |
| 4. | 39.2 | -0.76 | toe of terrace |
| 5. | 36.5 | -0.67 | |
| 6. | 33.5 | -0.82 | |
| 7. | 29.7 | -0.87 | |
| 8. | 27.5 | -1.11 | |
| 9. | 24.9 | -1.64 | estimated bankfull stage |
| 10. | 24.9 | -2.12 | bottom of bank |
| 11. | 23.7 | -2.22 | edge of water |
| 12. | 23.4 | -2.28 | water surface = 0.07 m. |
| 13. | 21.9 | -2.2 | top of riffle bar |
| 14. | 20.5 | -2.33 | in water |
| 15. | 20.0 | -2.3 | edge of water |
| 16. | 19.6 | -1.9 | bottom of bank = 0.08 m. |
| 17. | 18.8 | -1.21 | estimated bankfull stage |
| 18. | 16.6 | -0.78 | |
| 19. | 13.5 | -0.91 | |
| 20. | 11.7 | -0.44 | edge of ditch |
| 21. | 8.8 | -0.24 | |
| 22. | 6.1 | -0.13 | |
| 23. | 3.1 | -0.07 | |