All distances measured with an alidade.
| Station | Distance (m) | Elevation (m) (relative to:) | Remarks |
|---|---|---|---|
| BM 1 to BM 2a | (BM 1) | ||
| 1. | 26.95 | 0.89 | at BM 2a |
| 2. | 23.4 | 1.03 | top of terrace |
| 3. | 21.0 | 0.31 | toe of terrace |
| 4. | 19.0 | 0.04 | |
| 5. | 16 | 0.04 | |
| 6. | 13.5 | 0.08 | |
| 7. | 11.5 | 0.07 | at BM 2 |
| 8. | 9.4 | 0.23 | estimated bankfull stage |
| 9. | 7.6 | -0.89 | |
| 10. | 7.55 | -0.95 | |
| 11. | 7.3 | -1.37 | |
| 12. | 7.1 | -0.99 | |
| 13. | 7.0 | -0.91 | |
| 14. | 6.5 | -0.80 | |
| 15. | 4.7 | 0.13 | estimated bankfull stage |
| 16. | 2.5 | 0.09 | |
| BM 3 to BM 4a | (BM 3) | ||
| 1. | 28.5 | 0.02 | at BM 4a |
| 2. | 26.0 | 0.04 | |
| 3. | 24.5 | -0.02 | top of terrace |
| 4. | 22.0 | -0.93 | toe of terrace |
| 5. | 19 | -0.77 | |
| 6. | 16 | -0.76 | approximate location of BM 4 |
| 7. | 15 | -0.79 | |
| 8. | 13 | -0.78 | |
| 9. | 10.9 | -0.77 | estimated bankfull stage |
| 10. | 9.8 | -1.72 | |
| 11. | 9.0 | -1.78 | |
| 12. | 8.0 | -1.92 | |
| 13. | 7.5 | -1.94 | edge of bank |
| 14. | 6.5 | -0.38 | |
| 15. | 4.0 | -0.35 | |
| BM 5 to BM 6 | (BM 5) | ||
| 1. | 36.0 | -1.00 | at BM 6 |
| 2. | 30.5 | -1.21 | |
| 3. | 26 | -1.49 | approximately 0.5 meters toward stream from break in slope |
| 4. | 25 | -1.81 | |
| 5. | 22 | -1.62 | estimate bankfull stage; undercut bank, about 0.3 m. |
| 6. | 21.9 | -2.68 | |
| 7. | 21.3 | -2.59 | |
| 8. | 21.1 | -2.54 | |
| 9. | 20.6 | -2.48 | toe of terrace |
| 10. | 19.1 | -1.84 | top of terrace |
| 11. | 15.9 | -1.71 | |
| 12. | 14.5 | -1.75 | in a small channel approximately 0.5 m. wide |
| 13. | 12.0 | -1.72 | |
| 14. | 10.0 | -1.89 | small channel approximately 0.5 m. wide, approximately 8 cm deep |
| 15. | 9.5 | -1.82 | toe of terrace |
| 16. | 8.0 | -0.36 | top of terrace |
| 17. | 6.0 | -0.21 | |
| 18. | 3.0 | -1.20 | |
| BM 7 to BM 8 | (BM 7) | ||
| 1. | 49.0 | -1.50 | at BM 8 |
| 2. | 45.5 | -0.62 | |
| 3. | 40.5 | -1.02 | |
| 4. | 39.0 | -0.92 | |
| 5. | 37.5 | -1.05 | |
| 6. | 35.0 | -0.94 | |
| 7. | 32.0 | -0.91 | |
| 8. | 30.0 | -1.13 | |
| 9. | 29.5 | -1.03 | |
| 10. | 28.0 | -1.18 | |
| 11. | 26.0 | -0.89 | |
| 12. | 22.0 | -0.87 | |
| 13. | 19.5 | -1.01 | |
| 14. | 17.0 | -0.89 | |
| 15. | 12.6 | -1.01 | |
| 16. | 11.5 | -1.64 | |
| 17. | 10.7 | -1.80 | |
| 18. | 9.9 | -2.02 | edge of water |
| 19. | 8.6 | -2.19 | |
| 20. | 8.0 | -2.02 | edge of water |
| 21. | 7.8 | -1.93 | edge of bank (undercut approximately 0.3 m.) |
| 22. | 7.7 | -0.17 | |
| 23. | 4.5 | -0.08 | |
| 24. | 2.5 | -0.03 | |
| 25. | 0.0 | 0.0 | at BM 7 |