Swil20130630_KenneysViaWetWayToShowerbathChamber   (m, 360)

[1]: 2013/06/30     0.00  "pda Badger, disto Footleg, "


     1.0                   0.000    0.00    0.00         
     2.8        10.0       0.000    0.00    0.00  [1]    
    10.0        10.1       2.190  194.11   16.02  [1]    
    10.0        10.1       2.190  193.90   16.01  [1]    
    10.0        10.1       2.190  193.87   16.03  [1]    
    10.1                   0.600  276.70   12.05  [1]    
    10.1                   1.130  263.53   84.69  [1]    
    10.1                   0.860  340.30  -87.68  [1]    
    10.1                   0.220  130.33   11.67  [1]    
    10.1        10.2       1.140  228.08   32.59  [1]    
    10.1        10.2       1.140  228.27   32.70  [1]    
    10.1        10.2       1.140  228.08   32.63  [1]    
    10.2                   0.700   84.60   -2.91  [1]    
    10.2                   0.510  245.48    7.63  [1]    
    10.2                   0.880  181.29   75.58  [1]    
    10.2                   1.150  205.42  -86.76  [1]    
    10.2        10.3       3.270  163.19  -22.79  [1]    
    10.2        10.3       3.270  163.41  -22.89  [1]    
    10.2        10.3       3.270  163.30  -22.91  [1]    
    10.3                   0.640   68.81   -0.15  [1]    
    10.3                   1.800  103.28  -83.45  [1]    
    10.3                   1.690  279.44   83.39  [1]    
    10.3                   1.800  104.43  -50.09  [1]    
    10.3                   0.900  125.15  -23.23  [1]    
    10.3                   0.840  162.44  -25.10  [1]    
    10.3                   0.530  177.50   -0.32  [1]    
    10.3        10.4       6.900  267.16    3.42  [1]    
    10.3        10.4       6.910  267.11    3.57  [1]    
    10.3        10.4       6.910  267.11    3.59  [1]    "10.3 to 10.4 dig 10.4 being centre of dig face, muddy floor dig face muddy and pebbly"
    10.4                   0.550  178.10    2.86  [1]    
    10.4                   0.330  358.62    9.99  [1]    
    10.4                   0.380   76.20   84.09  [1]    
    10.4                   0.440  211.43  -83.57  [1]    
    10.3        10.5       2.540  190.82  -63.22  [1]    
    10.3        10.5       2.540  190.39  -63.17  [1]    
    10.3        10.5       2.550  190.46  -63.14  [1]    
    10.5                   0.600  308.44   -0.68  [1]    
    10.5                   0.720  295.04  -61.80  [1]    
    10.5        10.6       4.600  251.17  -25.38  [1]    
    10.5        10.6       4.590  251.08  -25.43  [1]    
    10.5        10.6       4.590  250.96  -25.52  [1]    
    10.6                   1.060   89.99   22.23  [1]    
    10.6                   0.260  275.62   12.96  [1]    
    10.6                   0.490  129.38   84.49  [1]    
    10.6                   1.440   31.18   16.46  [1]    
    10.6        10.7       2.940  167.40    7.12  [1]    
    10.6        10.7       2.940  167.25    7.16  [1]    
    10.6        10.7       2.940  167.15    7.18  [1]    
    10.7                   1.290  326.65  -21.82  [1]    
    10.7                   0.990  316.84  -22.29  [1]    
    10.7                   0.760  256.67  -44.96  [1]    
    10.7                   0.980  216.45  -34.57  [1]    
    10.7                   0.190  302.09   85.19  [1]    
    10.7                   1.570  162.77  -85.97  [1]    
    10.7        10.8       3.720  165.60   -0.50  [1]    
    10.7        10.8       3.720  165.60   -0.44  [1]    
    10.7        10.8       3.710  165.58   -0.37  [1]    
    10.8                   0.750   39.89    9.56  [1]    
    10.8                   0.420   37.36   78.00  [1]    
    10.8                   1.070  126.50  -89.16  [1]    
    10.8        10.9       2.100  111.57   19.82  [1]    
    10.8        10.9       2.100  111.49   19.79  [1]    
    10.8        10.9       2.100  111.45   19.66  [1]    
    10.9                   0.900  221.02    0.31  [1]    
    10.9                   1.100  120.62  -83.53  [1]    
    10.9                   0.210  316.09   84.80  [1]    
    10.9                   0.250   17.06   -3.95  [1]    
    10.9                   1.740  167.67   -7.64  [1]    
    10.9                   1.770  152.97   -6.07  [1]    
    10.9                   3.170  165.43    5.99  [1]    "10.9 station looki 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                   2.880  146.54    8.77  [1]    
    10.9                   2.840  106.66   13.82  [1]    "10.9 cross section is looking upstream"
    10.9                   1.240   97.33   -8.06  [1]    
    10.9        10.10      7.710  161.71    1.87  [1]    
    10.9        10.10      7.710  161.57    1.83  [1]    
    10.9        10.10      7.710  161.89    1.88  [1]    
    10.10                  0.460  262.62    2.57  [1]    
    10.10                  0.360   13.53   -1.36  [1]    
    10.10                  0.650  315.92   77.50  [1]    
    10.10                  0.630   99.67  -84.98  [1]    
    10.10       10.11      2.160  102.06    5.73  [1]    
    10.10       10.11      2.160  102.01    5.81  [1]    
    10.10       10.11      2.160  102.16    5.74  [1]    "10.11 the centre line of the left hand passage needs to be moved so it is between the width of the drawn passage. passage continues narrows too tight"
    10.9        10.12      8.340   93.86   17.77  [1]    
    10.9        10.12      8.360   93.78   17.81  [1]    
    10.9        10.12      8.360   93.52   17.92  [1]    
    10.12                  1.670  330.14   -0.55  [1]    
    10.12                  0.520  155.45   -0.04  [1]    
    10.12                  0.440  246.87   82.62  [1]    "10.12 looking downstream passage keyhole shape"
    10.12                  0.440   67.03  -84.94  [1]    
    10.12       10.13      4.340    9.56    9.00  [1]    
    10.12       10.13      4.330    9.48    9.05  [1]    
    10.12       10.13      4.340    9.38    8.99  [1]    
    10.13                  0.790  243.90   -9.22  [1]    
    10.13                  0.900   67.62  -18.81  [1]    
    10.13                  0.650  256.16  -85.98  [1]    
    10.13       10.14      2.150  152.69    2.10  [1]    
    10.13       10.14      2.150  152.79    2.03  [1]    
    10.13       10.14      2.140  152.95    2.01  [1]    
    10.14                  3.840  296.58   51.55  [1]    
    10.14                  4.810  296.42   51.44  [1]    
    10.14                  3.830  296.46   51.33  [1]    "leg 10.4 to tie in point start of dry ways not numbered on this drawing"
    10.13       10.15      3.690   88.65   11.46  [1]    
    10.13       10.15      3.680   88.68   11.63  [1]    
    10.13       10.15      3.680   88.56   11.52  [1]    
    10.15                  1.220  317.35    3.30  [1]    
    10.15                  0.850  119.43   28.64  [1]    
    10.15                  0.500  294.64   80.22  [1]    
    10.15                  0.300   71.24  -88.13  [1]    
    10.15                  0.530  327.66  -14.96  [1]    
    10.15                  0.250  257.11   80.01  [1]    
    10.15       10.16      5.870   47.44   18.32  [1]    
    10.15       10.16      5.880   47.32   18.40  [1]    
    10.15       10.16      5.900   47.28   18.42  [1]    
    10.16                  0.540  335.23    0.80  [1]    
    10.16                  1.450  160.46    6.63  [1]    
    10.16                  0.270  280.29   80.80  [1]    
    10.16       10.17      5.340   79.61   18.87  [1]    
    10.16       10.17      5.340   79.77   18.78  [1]    
    10.16       10.17      5.350   79.81   18.72  [1]    
    10.17                  1.700    8.32   14.34  [1]    
    10.17                  2.110  303.47   88.21  [1]    
    10.17                  0.650  314.37  -88.24  [1]    
    10.17                  0.830  195.12    7.12  [1]    
    10.17                  2.820  295.58  -11.71  [1]    
    10.17                  2.080  255.83  -15.91  [1]    "10.17 water "
    10.17                  1.170  134.29   25.92  [1]    
    10.17                  2.060   89.62   30.46  [1]    
    10.17                  1.200   51.23   52.50  [1]    
    10.17                  3.760   32.80   57.89  [1]    
    10.17                  0.980  313.51   23.51  [1]    "10.17 a gully leading away from the chamber although dry today 20130630 evidence at times takes water"
    10.3                   0.000    0.00    0.00  [1]    
    10.3                   0.370  221.12    0.55  [1]    
    10.3        10.18      1.800  105.07  -49.83  [1]    
    10.3        10.18      1.800  104.98  -49.83  [1]    
    10.3        10.18      1.800  104.87  -49.78  [1]    
    10.18       10.19      1.860  143.72   -4.44  [1]    
    10.18       10.19      1.860  143.66   -4.35  [1]    
    10.18       10.19      1.860  143.50   -4.25  [1]    
    10.18                  0.780  175.26    4.50  [1]    
    10.18                  0.260   37.36   24.21  [1]    
    10.18                  0.310  183.81   49.92  [1]    
    10.14                  0.000    0.00    0.00  [1]    
    10.14       10.20      3.880  295.25   51.20  [1]    "10.14=point of rock in middle of floor 10.20=two tone calcite point tie in for long dry way survey"
    10.14       10.20      3.880  295.15   51.33  [1]    
    10.14       10.20      3.880  295.04   51.12  [1]