*BEGIN Downstream *DATE 2008.09.07 *COPYRIGHT UBSS 2008 ;Typed and surveyed Geoff Daniels, James MacFarlane *BEGIN *DATA NORMAL FROM TO COMPASS TAPE CLINO IGNOREALL H2 1 - 3.25 down *FIX H2 Reference 119286 203099 230 ;altitude changed by GJM 22nd Sept 08 GPS alt wrong *ENTRANCE H2 *END *DATA NORMAL FROM TO TAPE COMPASS CLINO IGNOREALL; (up down left right) 3 4 5.53 083 002 0.37 0.95 1.72 0.81 4 5 4.07 059 001 0.10 0.98 2.65 1.31 5 6 6.17 114 000 0.25 0.93 3.70 2.15 6 7 2.57 096.5 000 0.22 0.91 1.74 0.30 7 8 5.91 133 000 0.39 0.59 1.61 1.67 8 9 6.79 110 -001 0.33 1.41 1.56 0.77 9 10 9.57 143 000 0.66 0.60 0.00 0.82 10 11 3.30 226 -012 0.57 0.40 0.00 2.02 11 12 7.78 178 -003.5 0.00 1.00 0.50 0.50 12 13 3.98 220 -004 0.46 0.66 0.00 0.59 13 14 5.89 173.5 -001 0.60 0.90 0.67 0.00 14 15 1.58 106 020 0.62 0.96 0.94 0.00 15 16 12.75 153.5 -001 0.05 1.31 0.74 1.31 16 17 8.79 171 -001 0.10 0.20 1.09 3.17 17 18 8.33 161 001 0.10 0.35 2.30 1.65 18 19 13.79 189.5 -002 0.00 1.47 0.80 0.91 19 20 13.21 165 -001.5 0.00 1.50 1.82 1.38 20 21 32.93 149 -002 0.05 1.10 1.20 2.50 21 22 6.27 109 -007 0.50 0.80 3.00 0.00 23 22 1.25 010 -036 0.10 0.95 1.56 0.93 23 24 22.66 134 000 0.10 0.06 3.36 2.05 24 25 16.48 171 -003 0.05 1.00 0.10 0.89 25 26 3.25 126 -015 0.10 0.94 1.33 2.10 26 27 14.46 151 -004 0.92 0.50 1.00 1.28 ;Day two surveying 08.09.2008 27 28 3.78 176 010 0.88 0.40 0.67 0.82 28 29 6.23 139 -002 0.28 0.77 1.51 0.93 30 29 6.56 305.5 -004 0.05 1.00 2.49 2.23 30 31 22.97 134 -002 0.05 1.00 1.86 2.12 31 32 3.60 105 000 0.05 0.90 2.70 1.29 32 33 27.21 138.5 -001 0.07 0.61 0.36 1.46 33 34 14.61 141 -002 0.05 0.50 4.00 1.00 34 35 3.18 132.5 001 0.60 0.50 0.60 1.80 35 36 15.12 194 -000.5 0.10 0.20 0.50 0.50 36 37 8.60 179.5 -002 0.02 0.60 3.00 0.50 37 38 17.89 178 -001 0.50 0.60 2.30 3.50 38 39 25.00 200.5 -001 0.05 0.70 2.30 3.50 39 40 20.75 207 000 0.00 0.70 2.00 2.60 40 41 12.55 218 -002 0.00 0.50 1.20 3.00 41 42 4.90 182 000 0.20 0.10 1.00 4.00 ;Now surveying tributaries 18 43 5.77 178 003 - - - - 43 44 5.60 167 002 0.00 0.28 0.78 1.41 44 45 7.97 144 000 0.00 0.50 0.50 0.00 13 46 6.65 323 003 - - - - 3 2 2.18 348 002 0.36 0.59 0.00 1.51 1 2 0.72 113 -010 - - - - *END Downstream