Maughanasilly | ROW CO092-019 | Lat: | 51.77 | ||||
Az | Alt | AppDec | LunarDec | Event | EventDec | Error | |
Middle hump of 3 | 10.06 | 2.76 | 40.02 | ||||
Shehy top dip | 22.00 | 5.11 | 39.75 | ||||
1st top S of basal dip | 29.82 | 3.57 | 35.58 | ||||
NE hill S basal step | 39.68 | 1.78 | 29.74 | 30.58 | |||
NE ridge end int ish | 40.23 | 1.65 | 29.36 | 30.20 | |||
Dip ish | 41.67 | 1.57 | 28.61 | 29.45 | Max | 29.06 | 0.39 |
Outcrop | 43.27 | 1.67 | 27.95 | 28.78 | Max | 29.06 | -0.28 |
Outcrop | 43.27 | 1.67 | 27.95 | 28.78 | Max-1/16 | 28.67 | 0.11 |
Top ish | 44.27 | 1.70 | 27.49 | 28.32 | Max-1/16 | 28.67 | -0.35 |
Far/local intersect ish | 49.40 | 1.92 | 25.12 | 25.93 | Mid+1/16 | 25.88 | 0.05 |
Local top ish | 61.83 | 3.91 | 20.02 | 20.78 | Min8 | 20.27 | 0.51 |
Local/hill intersect ish | 67.94 | 3.97 | 16.47 | SXQ | 16.70 | -0.23 | |
Break | 86.51 | 7.56 | 8.00 | ||||
Break/intersect | 98.30 | 9.63 | 2.41 | ||||
Pre top top c ish | 108.35 | 11.24 | -2.23 | ||||
Pre top dip/notch | 111.11 | 11.16 | -3.88 | EQ-8 | -3.30 | -0.58 | |
Pre top break/notch | 113.36 | 11.41 | -4.94 | ||||
Pre top break/notch | 117.96 | 12.27 | -6.75 | ||||
E Hill Top | 127.03 | 13.82 | -10.09 | ||||
E hilltop c dip/notch | 131.56 | 13.40 | -12.60 | ||||
E hill S Top ish | 134.40 | 13.61 | -13.70 | WXQ+8 | -14.00 | 0.30 | |
Break/step ish | 143.38 | 12.28 | -18.61 | -17.76 | WXQ-8 | -18.80 | 0.19 |
Next step | 151.05 | 10.61 | -22.88 | -22.00 | Wsol+15 | -23.00 | 0.12 |
Next step | 151.05 | 10.61 | -22.88 | -22.00 | Mid-1/16 | -21.94 | -0.06 |
Pre basal step | 161.29 | 7.71 | -28.49 | -27.57 | Maj8 | -27.55 | -0.02 |
End step top | 167.85 | 6.36 | -31.07 | -30.14 | Max | -29.06 | -1.08 |
S basal dip | 176.75 | 1.83 | -36.64 | ||||
S top | 180.21 | 2.54 | -35.95 | South | 0.21 | ||
SW hill S basal notch | 216.16 | 0.72 | -29.72 | -28.86 | Max | -29.06 | 0.20 |
SW hill S end top | 218.41 | 1.48 | -27.99 | -27.13 | Maj8 | -27.55 | 0.42 |
SW hill c dip | 222.28 | 1.28 | -26.45 | -25.61 | Mid+1/16 | -25.88 | 0.27 |
SW hill N end top | 226.95 | 1.52 | -23.97 | -23.14 | Wsol | -23.90 | -0.07 |
SW hill N basal step | 229.44 | 1.07 | -23.15 | -22.33 | Wsol+15 | -23.00 | -0.15 |
Axial shallow dip | 230.76 | 0.95 | -22.58 | -21.77 | Mid-1/16 | -21.94 | 0.17 |
End top - c ish | 232.22 | 0.97 | -21.78 | -20.98 | Wsol/WXQ | -21.90 | 0.12 |
V notch | 233.85 | 0.66 | -21.22 | -20.42 | Min8 | -20.27 | -0.15 |
Next top N | 234.93 | 0.76 | -20.55 | -19.75 | WXQ-15 | -20.50 | -0.05 |
Dip between tops | 235.98 | 0.67 | -20.06 | -19.26 | Min+1/16 | -19.15 | -0.11 |
Next top N | 236.52 | 0.77 | -19.68 | -18.89 | Min | -18.76 | -0.13 |
Road dip | 240.71 | -0.02 | -18.11 | WXQ-8 | -18.80 | 0.69 | |
Small top | 241.50 | 0.26 | -17.39 | ||||
Near/far intersect ish | 244.43 | 0.26 | -15.70 | ||||
Hump | 249.11 | 1.25 | -12.04 | ||||
Hilltop 1 | 252.54 | 1.77 | -9.54 | ||||
Saddle lowest | 255.58 | 1.35 | -8.08 | EQ/WXQ | -8.70 | 0.62 | |
Hilltop 2 S basal step | 259.55 | 1.86 | -5.22 | ||||
Hilltop 2 S edge | 263.02 | 2.73 | -2.36 | ||||
Hilltop 2 centre | 263.43 | 2.76 | -2.08 | ||||
Saddle lowest c | 268.86 | 2.10 | 0.71 | EQ | 0.00 | 0.71 | |
Hilltop 3 centre | 279.77 | 4.09 | 9.10 | EQ/SXQ | 8.80 | 0.30 | |
Saddle lowest | 285.65 | 3.50 | 12.22 | ||||
Pointy rock outcrop | 288.49 | 3.69 | 14.10 | SXQ-8 | 14.20 | -0.10 | |
Saddle end step | 290.20 | 3.73 | 15.16 | ||||
Hill S basal step | 292.30 | 4.09 | 16.72 | SXQ | 16.70 | 0.02 | |
Break top | 293.13 | 4.24 | 17.34 | 18.09 | Min | 18.76 | -0.67 |
Step | 296.10 | 5.06 | 19.77 | 20.54 | Min8 | 20.27 | 0.27 |
Hilltop 4 top rock | 299.50 | 5.39 | 22.03 | 22.80 | SXQ/Ssol | 22.00 | 0.03 |
Saddle c | 303.31 | 4.93 | 23.83 | 24.60 | Ssol-8 | 23.70 | 0.13 |
Saddle c | 303.31 | 4.93 | 23.83 | 24.60 | Ssol | 23.90 | -0.07 |
Hilltop 5 pre top step | 310.76 | 6.03 | 28.85 | 29.64 | Max | 29.06 | 0.58 |
Hilltop 5 trig | 312.47 | 6.22 | 29.91 | 30.71 | |||
Hump on slope | 329.81 | 4.87 | 36.69 | ||||
Next top - step base | 340.74 | 4.01 | 39.43 | ||||
Pointy hump in dip | 357.90 | 2.21 | 40.12 |
© Michael Wilson 2012-2015.