Reference
Mark | Local
Northing
(ft) | Local Easting
(ft) | Elevation
MSL
(ft) | PLGR
Latitude
(degrees) | PLGR
Longitude
(degrees) | PLGR
Error
(+/- ft) | Reference Mark Description |
| RM-2 | 5000.00 | 5000.00 | 7841.86 | | | | Left cableway anchor, sawed X in metal |
| HUB-1 | 4825.51 | 4960.58 | 7840.62 | | | | Left bank, upstream end of bridge |
| RM-100 | 4930.44 | 5117.39 | 7837.53 | 38.2992 | -107.2300 | 26 | Right upstream cableway pad, chiseled X, near PM-001 |
| RM-3 | 4924.46 | 5133.36 | 7836.79 | | | | Right cableway anchor, sawed X in metal |
| BM-1 | 4612.33 | 5096.48 | 7836.70 | 38.2981 | -107.2300 | 20 | Brass cap on right bank near east end of Cross Section 3 |
| 09124500 Gage | 4898.48 | 4981.89 | 7836.07 | | | | USGS Streamflow Gaging Station 09124500 |
| RM-101 | 4990.64 | 5012.48 | 7839.27 | | | | Left upstream cableway pad, chiseled X |
| PM-007 | 4818.83 | 5032.02 | 7841.87 | 38.2988 | -107.2301 | 16 | Southeast curb of bridge, bolt head |
| LHP-2, PM-002 | 4436.06 | 4987.33 | 7836.26 | 38.2977 | -107.2305 | 23 | West end of Cross Section 2, rebar |
| RHP-2, PM-005 | 4452.01 | 5125.00 | 7838.06 | 38.2977 | -107.2300 | 20 | East end of Cross Section 2, rebar |
| LHP-3 | 4572.76 | 4955.41 | 7838.11 | 38.2981 | -107.2305 | 16 | West end of Cross Section 3, rebar at fence |
| RHP-3, PM-004 | 4609.51 | 5099.96 | 7837.08 | 38.2982 | -107.2299 | 23 | East end of Cross Section 3, rebar at fence |
| LHP-1, PM-003 | 4290.42 | 5027.43 | 7837.80 | 38.2973 | -107.2304 | 20 | West end of Cross Section 1, rebar at fence |
| RHP-1, PM-006 | 4306.61 | 5149.95 | 7838.99 | 38.2973 | -107.2300 | 20 | East end of Cross Section 1, rebar at fence |
| PM-011 | 4325.34 | 5063.91 | 7833.80 | | | | Left cbl Bar 10m bel XS-1, 0.5x0.5m black boulder, X |
| PM-009 | 4213.42 | 5088.07 | 7834.89 | | | | LEW V-Rock Weir 24m abv XS-1, 2x1.5m pink bldr, X |
| HUB-2, PM-013 | 5439.85 | 5367.07 | 7827.33 | 38.3002 | -107.2285 | 13 | L cbl bar 20m bel XS-5, pink rhyolite bldr, X, Hub-2 |
| BM-2 | 5262.16 | 5322.58 | 7832.25 | 38.2997 | -107.2287 | 16 | Brass Cap on right bank 32m south of Cross Section 5 |
| PM-012 | 5244.78 | 5193.70 | 7828.28 | | | | Left J-Hook Vane 60m above XS-5, 1.5x1.5m granite bldr |
| PM-015 | 5932.61 | 5560.43 | 7823.07 | | | | Left J-Hook Vane 30m below XS-8, 2x1.5m red rhyolite, X |
| PM-016 | 6183.94 | 5711.38 | 7821.22 | | | | Left V-Rock Weir 30m below XS-9, 2x1.5m pink bldr, X |
| RHP-5, PM-017 | 5322.18 | 5410.99 | 7831.71 | 38.2999 | -107.2284 | 16 | East end of Cross Section 5, rebar |
| PM-018 | 5345.15 | 5385.28 | 7828.90 | | | | Right bank, 1.5x1.7m pink boulder, X |
| PM-021 | 5497.99 | 5478.02 | 7826.11 | | | | R J-Hook Vane 20m below XS-6, 1.7x1.5m pink bldr, X |
| PM-023 | 6010.79 | 5653.12 | 7822.26 | 38.3016 | -107.2270 | 20 | R V-Rock Weir 20m above XS-9, 1.5x1.5m pink rhyolite bldr |
| PM-008 | 4837.91 | 4987.71 | 7841.62 | | | | Standing over northwest curb of bridge, bolt |
| LHP-6 | 5530.39 | 5308.36 | 7830.23 | | | | West end of Cross Section 6, rebar on levee |
| RHP-6, PM-020 | 5416.63 | 5472.17 | 7829.40 | 38.3001 | -107.2281 | 20 | East end of Cross Section 6, rebar at fenceline |
| RHP-7, PM-022 | 5583.31 | 5526.28 | 7827.92 | 38.3005 | -107.2278 | 16 | East end of Cross Section 7, rebar at fenceline |
