*begin crescent-ent ; in Sexytopo this file is crescentent ; Created with SexyTopo on 2026-06-11 *export gps 4 8 9 10 17 23 *date 2026.06.10 *title "Crescent Pot: repeat crescent_1 survey to improve gps and tie-ins and eliminate dodgy compass readings below 2nd pitch and clino errors" *team "Becka Lawson" Notes *team "Philip Withnall" Instruments *instrument insts "Becka DiscoX" *data normal from to tape compass clino ignoreall *flags surface gps 2 1.040 201.50 82.23 ; gps = gps at surface of fell on edge of shakehole ;gps 2 1.040 22.10 -82.00 ;gps 2 1.040 21.30 -82.50 ;gps 2 1.040 21.10 -82.20 2 3 6.137 44.43 -39.07 ;2 3 6.140 44.40 -38.50 ;2 3 6.140 44.50 -39.20 ;2 3 6.130 44.40 -39.50 3 4 3.110 40.67 -35.90 ; stn 3 on rw canyon before backup phanger for 1st pitch ;3 4 3.110 40.30 -35.90 ; stn 4 is main hang phanger for 1st pitch ;3 4 3.110 40.80 -35.80 ;3 4 3.110 40.90 -36.00 3 5 3.733 42.07 -51.70 ;3 5 3.740 42.20 -51.80 ;3 5 3.720 42.30 -51.70 ;3 5 3.740 41.70 -51.60 3 .. 0.840 345.50 -2.00 3 .. 2.480 51.20 -26.30 3 .. 1.540 166.70 -87.80 *flags not surface 5 .. 0.200 292.00 1.20 ; sn 5 tip rock on edge of 1st pitch 5 .. 0.280 112.80 1.90 5 .. 0.780 33.80 71.30 5 .. 2.260 56.60 -78.80 5 .. 1.940 22.90 -3.10 5 .. 1.920 25.20 21.80 5 .. 2.970 26.10 -46.40 5 6 2.933 40.80 -64.60 ; stn 6 ledge below rebelay for 1st pitch ;5 6 2.930 41.00 -64.60 ;5 6 2.930 40.70 -64.60 ;5 6 2.940 40.70 -64.60 6 .. 0.670 276.90 5.20 6 .. 1.060 289.20 73.60 6 .. 1.100 322.60 62.90 6 .. 0.960 33.20 78.80 6 .. 1.090 289.90 75.70 6 .. 1.910 209.70 -58.00 6 .. 6.580 184.60 -86.60 6 .. 0.680 301.70 0.10 6 .. 1.250 4.70 2.40 6 .. 1.740 213.00 -18.50 6 7 5.000 155.23 -88.80 ;6 7 5.000 155.60 -88.70 ;6 7 5.000 155.70 -88.80 ;6 7 5.000 154.40 -88.90 7 .. 0.530 280.80 -3.90 7 .. 0.840 349.00 2.40 7 .. 1.510 310.90 -83.90 7 .. 1.180 237.20 -9.20 7 .. 0.730 223.40 -6.20 7 .. 1.210 227.60 40.80 7 .. 3.160 221.70 -32.30 7 .. 1.830 225.60 -67.80 7 8 0.760 253.13 -14.83 ;7 8 0.760 253.20 -14.80 ;7 8 0.760 253.10 -15.00 ;7 8 0.760 253.10 -14.70 7 9 1.960 217.37 -64.40 ;7 9 1.960 217.70 -64.50 ;7 9 1.960 217.30 -64.40 ;7 9 1.960 217.10 -64.30 9 .. 1.080 128.40 19.10 ; stn 9 level with start of inlet 9 .. 1.400 291.70 7.90 9 .. 1.910 244.60 14.90 9 .. 1.080 173.40 16.90 9 .. 1.730 229.90 65.70 9 .. 1.590 269.30 -83.80 9 10 0.850 180.50 8.03 ;9 10 0.850 180.70 8.00 ;9 10 0.850 179.90 8.00 ;9 10 0.850 180.90 8.10 10 .. 0.880 84.50 11.50 ; stn 10 old stn from previous trip a few weeks ago when surveyed the inlet 10 .. 0.980 283.70 2.10 10 .. 0.820 218.10 31.70 10 .. 1.680 153.50 4.40 10 .. 0.580 306.30 -11.00 10 11 0.980 308.07 -20.03 ; stn 11 phanger for 2nd pitch, RH phanger ;10 11 0.980 308.00 -19.90 ;10 11 0.980 308.20 -20.00 ;10 11 0.980 308.00 -20.20 10 12 1.277 306.03 -21.37 ; stn 11 other Y hang phanger for 2nd pitch, LH phanger ;10 12 1.280 306.70 -21.30 ;10 12 1.270 305.70 -21.30 ;10 12 1.280 305.70 -21.50 10 13 1.200 316.53 -54.70 ;10 13 1.180 315.80 -54.70 ;10 13 1.210 316.90 -54.40 ;10 13 1.210 316.90 -55.00 13 .. 1.050 273.90 1.10 13 .. 1.040 115.60 -0.50 13 .. 0.880 74.60 -52.90 13 .. 1.240 190.20 -48.90 13 .. 1.240 199.80 -0.70 13 14 5.760 309.10 -79.37 ; 2nd pitch between 13 and 14 ;13 14 5.760 308.50 -79.20 ;13 14 5.760 309.40 -79.40 ;13 14 5.760 309.40 -79.50 14 .. 1.740 128.00 -3.70 14 .. 1.900 273.60 -3.70 14 .. 0.720 212.60 -1.90 14 .. 1.290 137.60 -35.30 14 .. 1.670 179.70 -69.90 14 .. 4.210 289.00 -62.50 14 .. 3.990 261.10 -74.40 14 .. 1.310 244.60 -12.10 14 .. 0.940 308.30 -19.40 14 .. 4.600 218.40 83.80 14 15 2.270 288.43 -52.50 ; stn 15 tie in to old stn, probably from resurvey a few weeks ago, it is 2m above base of 2nd pitch ;14 15 2.260 289.00 -52.30 ;14 15 2.280 287.90 -52.80 ;14 15 2.270 288.40 -52.40 14 16 3.343 262.17 -50.97 ;14 16 3.360 261.70 -51.10 ;14 16 3.360 262.70 -50.90 ;14 16 3.310 262.10 -50.90 16 .. 0.460 322.60 -5.90 ; stn 16 base of 2nd pitch, 1.3m above floor, on back wall 16 .. 1.340 52.70 -0.20 16 .. 1.580 77.60 -7.80 16 .. 1.140 109.80 -75.50 16 .. 1.780 48.80 -44.10 16 .. 2.360 29.50 -12.10 16 .. 2.850 26.90 61.10 16 17 5.257 25.53 -48.87 ;16 17 5.260 25.40 -48.90 ;16 17 5.250 25.40 -48.90 ;16 17 5.260 25.80 -48.80 17 .. 0.580 275.40 3.60 ; stn 17 is old stn numbered 11 from original, crescent1 survey, at end of narrow c3 rift climb ... 24 May 26 survey also tied in to this one 17 .. 4.390 340.10 84.50 17 .. 1.700 289.80 -76.70 17 .. 3.650 23.30 -4.50 17 .. 3.590 34.80 -4.80 17 .. 2.660 32.90 2.70 17 .. 1.880 0.80 -9.20 17 .. 2.540 39.00 -39.50 17 .. 3.080 30.10 -38.40 17 18 3.820 29.67 -38.03 ; stn 18 above 1st of giant steps ;17 18 3.820 29.40 -37.90 ;17 18 3.820 29.60 -38.10 ;17 18 3.820 30.00 -38.10 18 .. 0.770 289.80 0.10 18 .. 2.470 34.90 69.40 18 .. 1.280 272.10 -73.70 18 .. 2.290 357.80 -23.00 18 .. 1.950 220.90 2.30 18 .. 1.730 224.80 -21.70 18 .. 8.090 22.30 -24.50 18 .. 4.430 37.10 -24.10 18 .. 3.530 22.60 4.50 18 .. 7.750 22.00 8.40 18 .. 7.560 23.40 -11.40 18 19 3.700 15.87 -45.90 ;18 19 3.700 16.00 -46.00 ;18 19 3.700 15.90 -45.90 ;18 19 3.700 15.70 -45.80 19 .. 1.320 116.40 9.10 ; stn 19 on top edge of 2nd giant step 19 .. 5.170 102.60 80.50 19 .. 0.650 276.60 2.70 19 .. 2.770 38.60 55.00 19 20 4.070 39.17 -37.27 ;19 20 4.070 39.20 -37.50 ;19 20 4.070 39.20 -37.10 ;19 20 4.070 39.10 -37.20 20 .. 2.130 272.20 0.30 ; stn 20 old station (not no.d) above 4th and final giant step (with mini, narrow steps below here) 20 .. 2.140 354.80 0.90 20 .. 1.160 204.50 -5.90 20 .. 7.640 313.70 73.50 20 .. 5.080 237.80 76.80 20 .. 1.150 304.60 -70.70 20 .. 1.770 347.40 -79.30 20 .. 2.610 31.90 -73.70 20 .. 5.920 46.10 -62.70 20 21 4.913 32.67 -66.10 ;20 21 4.910 33.00 -66.10 ;20 21 4.910 32.90 -66.20 ;20 21 4.920 32.10 -66.00 21 .. 0.410 339.60 6.70 ; stn 21 just before c2 down into breakthrough chamber 21 .. 0.740 0.60 0.40 21 .. 0.600 45.30 -4.40 21 .. 1.220 136.00 1.00 21 .. 0.910 104.10 8.80 21 .. 2.010 88.40 79.20 21 .. 1.020 45.90 -52.40 21 .. 1.720 345.80 -44.10 21 .. 1.310 17.20 -42.60 21 .. 2.010 9.30 -58.40 21 .. 1.240 13.30 -58.70 21 22 2.210 359.30 -49.70 ;21 22 2.210 359.00 -49.70 ;21 22 2.210 359.50 -49.70 ;21 22 2.210 359.40 -49.70 22 .. 0.620 186.60 -2.60 ; stn 22 start of breakthrough chamber 22 .. 0.570 92.50 3.40 22 .. 1.040 37.60 85.80 22 .. 1.330 353.10 -87.60 22 .. 0.850 49.70 3.90 22 .. 1.290 27.00 0.10 22 .. 2.130 29.00 -34.00 22 .. 1.770 47.00 -32.90 22 .. 2.060 38.30 -29.70 22 .. 1.890 1.90 -20.00 22 .. 1.800 17.00 34.60 22 .. 1.360 6.80 14.90 22 23 2.150 28.63 -35.90 ;22 23 2.150 29.00 -35.90 ;22 23 2.150 28.20 -36.00 ;22 23 2.150 28.70 -35.80 23 .. 0.430 147.40 25.50 ; stn 23 end of chamber where lowers to flat out crawl 23 .. 0.870 130.30 4.10 23 .. 0.310 123.90 42.70 23 .. 1.930 28.90 2.20 23 .. 3.540 55.40 -0.20 23 .. 1.510 73.80 -2.90 23 .. 4.020 39.30 -0.70 23 .. 4.110 40.00 -4.60 23 .. 3.890 41.50 0.80 23 .. 1.000 43.00 -11.50 *end crescent-ent