survey C5_six centreline # Cullaun V Co. Clare # Modified from Compass DAT file #*DATE 1956.06.20 #date commented out as Survex thinks the world began in 1970 copyright UBSS 2009 units tape feet data normal from to length bearing gradient ignoreall # LUDR data ignored in this file 0 1 12.00 0.00 90.00 1.25 3.50 0.00 1.25 1 2 14.00 193.00 0.00 1.25 3.50 0.00 1.25 2 3 9.50 105.00 0.00 1.50 4.00 0.00 1.50 3 4 14.00 205.00 0.00 1.50 4.00 0.00 1.50 4 5 9.00 217.00 0.00 1.00 4.00 0.00 1.00 5 6 12.00 207.00 0.00 1.00 4.00 0.00 1.00 stalagmite flow on right hand side 6 7 6.00 168.00 0.00 1.00 4.00 0.00 1.00 stalagmite flow on right hand side 7 8 7.50 218.00 0.00 1.00 4.00 0.00 1.00 8 9 35.00 195.00 0.00 1.00 4.00 0.00 1.00 9 10 10.00 176.00 0.00 1.00 4.00 0.00 1.00 10 11 15.50 172.00 0.00 1.00 4.00 0.00 1.00 11 12 26.00 199.00 0.00 1.00 4.00 0.00 1.00 12 13 16.00 208.00 0.00 1.00 4.00 0.00 1.00 13 14 8.50 154.00 0.00 1.00 4.00 0.00 1.00 14 15 8.50 244.00 0.00 1.00 4.00 0.00 1.00 15 16 6.50 190.00 0.00 1.00 4.00 0.00 1.00 16 17 4.50 273.00 0.00 1.00 4.00 0.00 1.00 17 18 19.50 206.00 0.00 1.08 4.00 0.00 1.08 18 19 8.50 168.00 0.00 1.00 4.00 0.00 1.00 19 20 8.50 233.00 0.00 1.00 4.00 0.00 1.00 undercutting starts on inside of corners (tendency to straighten along the joint 20 21 10.00 180.00 0.00 1.00 4.00 0.00 1.00 21 22 7.00 249.00 0.00 1.00 4.00 0.00 1.00 22 23 9.50 196.00 0.00 1.00 4.00 0.00 1.00 calcite veins along floor (1/2" thick) 23 24 7.50 155.00 0.00 1.00 4.00 0.00 1.00 24 25 7.00 186.00 0.00 1.00 4.00 0.00 1.00 25 26 13.00 147.00 0.00 1.00 4.00 0.00 1.00 26 27 20.00 193.00 0.00 1.00 4.00 0.00 1.00 27 28 6.00 211.00 0.00 1.00 4.00 0.00 1.00 along thick calcite vein (1" thick) 28 29 5.00 174.00 0.00 1.00 4.00 0.00 1.00 mud on floor 29 30 5.00 243.00 0.00 1.00 4.00 0.00 1.00 undercutting 30 31 8.00 158.00 0.00 1.00 4.00 0.00 1.00 31 32 19.00 210.00 0.00 1.00 4.00 0.00 1.00 1" calcite vein along floor. Straws in roof 32 33 10.00 172.00 0.00 1.00 4.00 0.00 1.00 33 34 5.00 211.00 0.00 1.00 4.00 0.00 1.00 calcite vein along right hand wall 34 35 14.00 182.00 0.00 1.00 4.00 0.00 1.00 35 36 4.00 158.00 0.00 1.00 4.25 0.00 1.00 36 37 9.00 218.00 0.00 1.00 4.00 0.00 1.00 37 38 12.00 171.00 0.00 1.00 4.00 0.00 1.00 38 39 3.50 226.00 0.00 1.00 4.00 0.00 1.00 39 40 19.00 220.00 0.00 1.00 4.00 0.00 1.00 40 41 4.50 265.00 0.00 1.00 4.00 0.00 1.00 41 42 8.00 235.00 0.00 1.00 4.00 0.00 1.00 42 43 6.50 174.00 0.00 1.00 4.00 0.00 1.00 43 44 7.00 215.00 0.00 1.00 4.00 0.00 1.00 44 45 3.50 173.00 0.00 1.00 4.00 0.00 1.00 45 46 5.00 216.00 0.00 1.00 4.00 0.00 1.00 46 47 6.50 172.00 0.00 1.00 4.00 0.00 1.00 47 48 19.00 218.00 0.00 1.00 4.00 0.00 1.00 47 to 48 calcite vein crosses passage on bearing 211 48 49 10.00 170.00 0.00 1.00 4.00 0.00 1.00 49 50 11.00 207.00 0.00 1.00 4.00 0.00 1.00 50 51 11.00 179.00 0.00 1.00 4.00 0.00 1.00 51 52 8.50 240.00 0.00 1.00 4.00 0.00 1.00 52 53 4.50 220.00 0.00 1.00 4.00 0.00 1.00 53 54 5.50 246.00 0.00 1.00 4.00 0.00 1.00 54 55 6.00 211.00 0.00 1.00 4.00 0.00 1.00 calcite vein from 54 to 55 55 56 6.00 151.00 0.00 1.00 4.00 0.00 1.00 pools on floor 56 57 12.00 212.00 0.00 1.00 4.00 0.00 1.00 57 58 4.00 180.00 0.00 1.00 4.00 0.00 1.00 57 - 61 passage has 9" of water on floor 58 59 9.00 227.00 0.00 1.00 4.00 0.00 1.00 59 60 5.50 200.00 0.00 1.00 4.00 0.00 1.00 60 61 9.00 240.00 0.00 1.00 4.00 0.00 1.00 61 62 14.00 200.00 0.00 1.00 4.00 0.00 1.00 62 63 3.00 222.00 0.00 1.00 4.00 0.00 1.00 1 foot of water 63 64 7.00 177.00 0.00 1.00 4.00 0.00 1.00 64 65 4.00 200.00 0.00 1.00 4.00 0.00 1.00 between 63 and 64 there is a squeeze between stalagmite flows 65 66 5.50 164.00 0.00 1.00 4.00 0.00 1.00 66 67 20.00 232.00 0.00 1.00 4.00 0.00 1.00 67 68 11.00 206.00 0.00 1.00 4.00 0.00 1.00 68 69 6.50 228.00 0.00 1.00 4.00 0.00 1.00 the water in this passage is stagnant being held back by gour dams 69 70 14.00 190.00 0.00 1.00 4.00 0.00 1.00 70 71 6.50 228.00 0.00 1.00 4.00 0.00 1.00 71 72 4.50 188.00 0.00 1.00 4.00 0.00 1.00 72 73 11.00 228.00 0.00 1.00 4.00 0.00 1.00 73 74 14.00 205.00 0.00 1.00 4.00 0.00 1.00 water 1'6" deep 74 75 6.50 226.00 0.00 1.00 4.00 0.00 1.00 75 76 17.50 182.00 0.00 1.00 4.00 0.00 1.00 water 2' deep 76 77 5.50 222.00 0.00 1.00 4.00 0.00 1.00 water 2'6" deep 77 78 5.50 193.00 0.00 1.00 4.00 0.00 1.00 water 2' deep 78 79 9.00 204.00 0.00 1.00 4.00 0.00 1.00 79 80 4.00 180.00 0.00 1.00 4.00 0.00 1.00 duck 80 81 10.00 222.00 0.00 3.00 3.00 0.00 3.00 passage widens for about 10' to 6' wide, 3' high. 2' of water 81 82 13.00 190.00 0.00 3.00 2.00 0.00 3.00 82 83 40.00 190.00 0.00 3.00 1.00 0.00 3.00 passage continues (this leg on computer) until too uncomfortable to follow endcentreline endsurvey