The Vigil Network
Last Day Gully: Table 10 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 21+00
Data Files:
- Report
- Supplemental Report
- Planimetric Map of Site (35 KB)
- Part of Hudson, WY, 1:24,000 USGS Topographic Map (80 KB)
- Part of Lander, WY, 1:250,000 USGS Topographic Map (88 KB)
- Explanation of Column Headings in Tables
- Table 1 - Cross-Section Information
- Table 2 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station -(0+85)
- Table 2A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station -(0+85)
- Table 3 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 0+00
- Table 3A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 0+00
- Table 4 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 3+00
- Table 4A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 3+00
- Table 5 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 6+00
- Table 5A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 6+00
- Table 6 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 9+00
- Table 6A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 9+00
- Table 7 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 12+00
- Table 7A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 12+00
- Table 8 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 15+00
- Table 8A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 15+00
- Table 9 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 18+00
- Table 9A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 18+00
- Table 10 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 21+00
- Table 10A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 21+00
- Table 11 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 24+00
- Table 11A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 24+00
- Table 12 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 27+00
- Table 12A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 27+00
- Table 13 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 30+00
- Table 13A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 30+00
- Table 14 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 33+00
- Table 14A - Continuation of Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station 33+00
- Table 15 - Cross-Sectional Survey of Ground-Surface Elevation and Erosion, in Feet, Station A-B
- Table 15A - Continuation of Cross-Sectional Survey of Erosion, in Feet, Station A-B
- Table 16 - Cross-Sectional Survey of Ground-Surface Elevation and Erosion, in Feet, Station E-D
- Table 16A - Continuation of Cross-Sectional Survey of Erosion, in Feet, Station E-D
- Table 17 - Cross-Sectional Survey of Ground-Surface Elevation, in Feet, Station C-B
- Table 18 - Long Profile of Channel Bed Elevation, in Feet, Survey of August 7, 1962
- Table 19 - Mass Movement Data
- Table 20 - Channel Scour and Fill Indicated by Scour Chains
- Table 21 - Crest Stage Gage Record of High Water marks, Station 1+55
- Table 22 - Sediment Size Distribution
- Table 23 - Vegetation Description, Quadrat at BM-A
- Table 24 - Location of Channel Headcuts
- Last Day Gully Site Index Card
- Vigil Network Home Page
[See explanation of column headings]
| Distance from LB BM |
Elevation |
| Aug 1962 |
June 1963 |
July 1965 |
June 1966 |
| 0 (LB BM) |
166.74 |
166.74 |
166.74 |
166.74 |
| 0.0 |
166.04 |
166.08 |
166.06 |
166.09 |
| 5.0 |
164.21 |
164.01 |
164.20 |
164.21 |
| 8.0 |
- |
- |
161.95 |
- |
| 8.5 |
161.85 |
- |
- |
- |
| 8.6 |
- |
161.79 |
- |
- |
| 9.0 |
- |
- |
161.60 |
161.79 |
| 10.0 |
161.54 |
161.61 |
- |
- |
| 10.5 |
- |
- |
161.56 |
- |
| 15.0 |
161.74 |
161.77 |
161.75 |
161.75 |
| 18.0 |
- |
- |
161.82 |
- |
| 20.0 |
162.25 |
162.26 |
- |
162.23 |
| 22.0 |
- |
- |
162.62 |
- |
| 25.0 |
162.80 |
162.83 |
- |
162.79 |
| 27.0 |
- |
- |
162.97 |
- |
| 30.0 |
163.59 |
163.68 |
- |
163.57 |
| 32.0 |
- |
- |
163.83 |
- |
| 35.0 |
164.75 |
164.83 |
- |
164.75 |
| 37.0 |
- |
- |
165.79 |
- |
| 37.2 |
- |
165.90 |
- |
- |
| 37.5 |
- |
- |
- |
165.82 |
| 38.0 |
165.77 |
- |
- |
- |
| 40.0 |
166.05 |
166.17 |
166.13 |
166.19 |
| 45.0 |
166.70 |
166.72 |
166.73 |
166.71 |
| 50.0 |
167.02 |
167.03 |
167.02 |
167.02 |
| 50 (RB BM) |
167.58 |
167.58 |
167.57 |
167.59 |
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