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 |