encoding  utf-8
survey KenneysDigToShowerbath

  centreline
    team "Tony 'Badger'/Radmall" notes
    team "Paul Dold" instruments
        
    date 2013.06.30
    data normal from to compass clino tape
    extend right
    #2.8 10.0 0.00 0.00 0.000
    10.0 10.1 193.97 16.02 2.189  #10.0=centre top of rounded stumpy stalagmite on wall at junction 0.82m off floor
    10.1 - 276.65 12.02 0.600
    10.1 - 263.42 84.68 1.130
    10.1 - 340.02 -87.66 0.860
    10.1 - 130.28 11.82 0.220
    10.1 10.2 228.13 32.68 1.139
    10.2 - 84.58 -2.87 0.700
    10.2 - 245.42 7.67 0.509
    10.2 - 181.31 75.58 0.880
    10.2 - 205.39 -86.74 1.150
    10.2 10.3 163.30 -22.85 3.270
    10.3 - 68.85 -0.18 0.640
    10.3 - 103.22 -83.45 1.800
    10.3 - 279.51 83.42 1.690
    10.3 - 104.43 -50.08 1.801
    10.3 - 125.15 -23.24 0.900
    10.3 - 162.42 -25.05 0.841
    10.3 - 177.51 -0.32 0.530
    10.3 10.4 267.13 3.52 6.907 #10.3 to 10.4 dig 10.4 being centre of dig face, muddy floor dig face muddy and pebbly
    10.4 - 178.12 2.81 0.550
    10.4 - 358.59 9.94 0.330
    10.4 - 76.68 84.10 0.380
    10.4 - 211.76 -83.55 0.440
    10.3 10.5 190.55 -63.18 2.543
    10.5 - 308.44 -0.67 0.600
    10.5 - 295.06 -61.83 0.720
    10.5 10.6 251.08 -25.44 4.593
    10.6 - 90.00 22.23 1.060
    10.6 - 275.67 12.90 0.260
    10.6 - 129.81 84.51 0.490
    10.6 - 31.19 16.46 1.440
    10.6 10.7 167.26 7.15 2.940
    10.7 - 326.64 -21.83 1.291
    10.7 - 316.81 -22.26 0.990
    10.7 - 256.69 -44.92 0.760
    10.7 - 216.43 -34.58 0.980
    10.7 - 299.74 85.12 0.190
    10.7 - 162.55 -85.98 1.570
    10.7 10.8 165.60 -0.43 3.716
    10.8 - 39.90 9.58 0.751
    10.8 - 37.53 78.05 0.420
    10.8 - 127.57 -89.12 1.070
    10.8 10.9 111.49 19.76 2.100 #10.9 station looking up stream at T junction left hand wall on roof orange white calcite tip with lines of develop ment i.e different bands of shading
    10.9 - 221.04 0.32 0.900
    10.9 - 120.49 -83.52 1.100
    10.9 - 317.12 84.78 0.210
    10.9 - 17.05 -3.91 0.250
    10.9 - 167.68 -7.63 1.740
    10.9 - 152.97 -6.06 1.770
    10.9 - 165.43 5.99 3.171
    10.9 - 146.54 8.77 2.879
    10.9 - 106.67 13.81 2.840
    10.9 - 97.34 -8.06 1.240
    10.9 10.10 161.73 1.86 7.710
    10.10 - 262.63 2.61 0.460
    10.10 - 13.50 -1.43 0.360
    10.10 - 315.86 77.50 0.650
    10.10 - 99.46 -85.02 0.630
    10.10 10.11 102.06 5.77 2.159
    10.9 10.12 93.72 17.83 8.353
    10.12 - 330.15 -0.55 1.670
    10.12 - 155.46 0.00 0.520
    10.12 - 246.67 82.74 0.440
    10.12 - 67.38 -84.91 0.440
    10.12 10.13 9.46 9.01 4.337
    10.13 - 243.90 -9.25 0.790
    10.13 - 67.65 -18.80 0.900
    10.13 - 256.26 -85.91 0.650
    10.13 10.14 152.81 2.03 2.146  #10.14=point of rock in middle of floor
    10.14 - 296.59 51.54 3.840
    10.14 - 296.42 51.44 4.810
    10.14 - 296.46 51.33 3.829
    10.13 10.15 88.63 11.53 3.682
    10.15 - 317.36 3.29 1.220
    10.15 - 119.45 28.60 0.850
    10.15 - 294.44 80.26 0.500
    10.15 - 71.57 -88.19 0.300
    10.15 - 327.67 -14.97 0.530
    10.15 - 256.61 80.05 0.250
    10.15 10.16 47.35 18.38 5.882
    10.16 - 335.24 0.85 0.540
    10.16 - 160.45 6.61 1.450
    10.16 - 280.78 80.90 0.270
    10.16 10.17 79.74 18.79 5.343
    10.17 - 8.31 14.34 1.700
    10.17 - 303.21 88.21 2.110
    10.17 - 315.00 -88.26 0.650
    10.17 - 195.13 7.13 0.830
    10.17 - 295.58 -11.71 2.819
    10.17 - 255.85 -15.91 2.079
    10.17 - 134.31 25.90 1.170
    10.17 - 89.61 30.45 2.060
    10.17 - 51.22 52.47 1.200
    10.17 - 32.80 57.91 3.760
    10.17 - 313.51 23.50 0.980
    10.3 - 221.05 0.62 0.370
    10.3 10.18 104.97 -49.81 1.800
    10.18 - 175.28 4.49 0.780
    10.18 - 37.45 24.32 0.260
    10.18 - 183.72 49.78 0.310
    10.14 10.20 295.14 51.23 3.879  #10.20=two tone calcite point tie in for long dry way survey
  endcentreline

endsurvey