NOTE: This information is considered historical as it represents channel conditions and configuration at the time of the survey only. User must accept responsibility of ensuring that the accuracy and completeness of provided data is suitable for the needs of the project or study. It is provided "as is" without warranty of any kind, whether express or implied. Under no circumstances will the Government of British Columbia be liable to any person or business entity for any direct, indirect, special, incidental, consequential, or other damages based on any use of this information. X/S 1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUG. 5, 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.36 0 DUMMY 2000.00 32277 2000.00 352.36 1 REF '01 SURVEY 36.14 9630 2036.14 344.36 2 TOP BANK 7.62 9631 2043.76 342.01 3 GL AT ST1L 4.88 9632 2048.64 341.47 4 . 0.15 9633 2048.79 341.07 5 WL AUG.9-71 1.93 9634 2050.73 340.13 6 . 2.34 9635 2053.07 339.79 7 . 14.26 9636 2067.33 338.57 8 . 3.68 9637 2071.01 338.75 9 . 10.80 9638 2081.81 337.66 10 . 14.74 9639 2096.55 337.20 11 . 8.24 9640 2104.79 337.17 12 . 5.09 9641 2109.88 336.53 13 . 2.25 9642 2112.13 336.13 14 . 13.06 9643 2125.19 336.29 15 . 12.12 9644 2137.30 336.44 16 . 16.67 9645 2153.98 336.56 17 . 9.34 9646 2163.32 336.38 18 . 2.82 9647 2166.13 336.80 19 . 8.22 9648 2174.35 336.99 20 . 14.36 9649 2188.72 338.21 21 . 3.37 9650 2192.09 338.42 22 . 8.72 9651 2200.80 337.90 23 . 12.44 9652 2213.24 337.66 24 . 13.11 9653 2226.35 337.08 25 . 9.30 9654 2235.66 339.18 26 . 5.96 9655 2241.61 340.37 27 . 1.82 9656 2243.43 341.07 28 WL AUG.9-71 1.68 9657 2245.11 341.77 29 GL AT ST1R 2.44 9658 2247.55 342.35 30 . 8.23 9659 2255.78 343.10 31 . JOIN 32277-9659 N 0d16'46" E 255.78 END X/S 2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUG. 9, 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 343.84 0 DUMMY 2000.00 9660 2000.00 343.84 1 TOP BANK 4.27 9661 2004.27 342.14 2 BREAK 2.44 9662 2006.71 341.62 3 GL AT ST2L 5.49 9663 2012.19 341.10 4 WL AUG.9-71 3.58 9664 2015.78 340.49 5 . 7.26 9665 2023.04 338.66 6 . 5.09 9666 2028.13 336.59 7 . 2.45 9667 2030.58 337.11 8 . 5.13 9668 2035.71 337.04 9 . 4.63 9669 2040.33 336.13 10 . 7.55 9670 2047.88 334.30 11 . 8.96 9671 2056.84 334.94 12 . 11.19 9672 2068.04 335.46 13 . 5.10 9673 2073.13 335.83 14 . 6.64 9674 2079.77 334.33 15 . 4.02 9675 2083.79 333.97 16 . 3.94 9676 2087.73 334.24 17 . 6.41 9677 2094.14 334.18 18 . 4.54 9678 2098.68 334.12 19 . 7.43 9679 2106.11 332.59 20 . 12.08 9680 2118.19 329.21 21 . 5.28 9681 2123.47 327.44 22 . 4.87 9682 2128.34 327.99 23 . 8.75 9683 2137.09 330.58 24 . 10.63 9684 2147.72 334.09 25 . 8.97 9685 2156.69 338.05 26 . 7.05 9686 2163.74 340.64 27 . 0.55 9687 2164.29 341.10 28 WL RB 1.52 9688 2165.82 341.49 29 GL AT ST2R 0.92 9689 2166.73 341.98 30 . 7.62 9690 2174.35 346.28 31 TOP BANK JOIN 9660-9690 N 0d13'6" E 174.35 END X/S 3 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUG. 9, 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.53 0 DUMMY 2000.00 33190 2000.00 347.53 1 REF '01 SURVEY 61.86 9736 2061.86 345.38 2 TOP BANK 12.75 9735 2074.61 342.51 3 . 4.25 9734 2078.86 341.72 4 . 3.95 9733 2082.80 341.39 5 GL AT ST3L 2.12 9732 2084.93 341.14 6 WL AUG.9-71 4.04 9731 2088.96 341.02 7 END L 93 21FX 5.07 9730 2094.03 340.71 8 . 11.59 9729 2105.63 340.07 9 . 12.97 9728 2118.59 339.77 10 . 9.67 9727 2128.26 339.62 11 . 10.24 9726 2138.50 339.01 12 . 18.53 9725 2157.02 338.70 13 . 6.17 9724 2163.20 338.58 14 . 6.14 9723 2169.34 337.42 15 . 12.20 9722 2181.54 336.26 16 . 12.91 9721 2194.45 333.98 17 . 9.17 9720 2203.61 332.55 18 . 11.13 9719 2214.75 333.89 19 . 5.98 9718 2220.73 334.22 20 . 0.92 9717 2221.65 334.41 21 . 0.91 9716 2222.56 334.28 22 . 4.55 9715 2227.12 334.59 23 . 4.78 9714 2231.90 334.77 24 . 9.22 9713 2241.12 335.14 25 . 2.97 9712 2244.09 334.86 26 . 3.68 9711 2247.76 337.39 27 . 2.45 9710 2250.21 337.64 28 . 2.84 9709 2253.05 337.54 29 . 6.14 9708 2259.19 338.76 30 . 1.19 9707 2260.38 339.19 31 . 1.41 9706 2261.79 339.13 32 . 0.59 9705 2262.38 339.22 33 . 3.39 9704 2265.77 340.17 34 . 3.09 9703 2268.86 341.14 35 WL RB 0.91 9702 2269.77 341.14 36 GL AT ST3R 1.82 X/S 3 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUG. 9, 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 9701 2271.59 341.57 37 . 1.52 9700 2273.11 342.67 38 TOP BANK JOIN 33190-9700 N 26d38'41" E 273.11 END X/S 4 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUG. 9, 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 344.10 0 DUMMY 2000.00 9774 2000.00 344.10 1 . 17.68 9773 2017.68 343.50 2 GL AT ST4L 2.74 9772 2020.42 341.91 3 . 2.13 9771 2022.56 341.17 4 WL AUG.9-71 4.15 9770 2026.71 340.32 5 . 7.93 9769 2034.64 339.89 6 . 10.39 9768 2045.03 339.34 7 . 10.99 9767 2056.01 338.37 8 . 13.64 9766 2069.66 337.27 9 . 16.23 9765 2085.89 336.45 10 . 5.23 9764 2091.13 336.51 11 . 7.46 9763 2098.59 336.72 12 . 8.38 9762 2106.97 336.97 13 . 2.66 9761 2109.63 336.90 14 . 14.51 9760 2124.14 337.03 15 . 11.82 9759 2135.96 336.78 16 . 8.82 9758 2144.79 336.90 17 . 13.73 9757 2158.51 337.18 18 . 13.38 9756 2171.89 337.27 19 . 9.37 9755 2181.26 336.97 20 . 18.16 9754 2199.41 338.86 21 . 7.52 9753 2206.93 339.13 22 . 5.30 9752 2212.23 339.40 23 . 2.77 9751 2215.00 339.65 24 . 3.99 9750 2218.99 340.07 25 . 2.31 9749 2221.29 340.58 26 1.30 2.13 9748 2223.43 340.96 27 WL AUG.13-71 2.29 9747 2225.71 341.48 28 . 0.15 9746 2225.86 341.77 29 . 0.91 9745 2226.78 341.84 30 GL AT ST4R 1.22 9744 2228.00 342.08 31 . 0.61 9743 2228.61 342.40 32 . 1.22 9742 2229.83 342.78 33 . 4.57 9741 2234.40 343.37 34 . 7.62 9740 2242.02 343.28 35 . JOIN 9774-9740 N 9d34'57" E 242.02 END X/S 5 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUGUST 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 344.92 0 DUMMY 2000.00 33427 2000.00 344.92 1 REF '01 SURVEY 39.82 9780 2039.82 342.66 2 . 12.50 9781 2052.32 341.74 3 . 4.42 9782 2056.74 341.44 4 GL AT ST 5L 1.07 9783 2057.81 341.21 5 WL AUG.9-71 4.16 9784 2061.96 340.60 6 . 4.17 9785 2066.13 339.68 7 . 1.92 9786 2068.05 338.77 8 . 6.86 9787 2074.91 336.33 9 . 7.85 9788 2082.76 336.18 10 . 7.70 9789 2090.46 335.72 11 . 4.75 9790 2095.21 335.51 12 . 6.66 9791 2101.88 335.78 13 . 5.26 9792 2107.14 335.81 14 . 3.84 9793 2110.98 335.69 15 . 13.39 9794 2124.37 335.23 16 . 13.46 9795 2137.83 334.59 17 . 9.82 9796 2147.65 333.71 18 . 11.09 9797 2158.73 333.07 19 . 3.72 9798 2162.45 332.09 20 . 9.32 9799 2171.77 335.42 21 . 8.85 9800 2180.63 339.07 22 . 5.88 9801 2186.51 339.07 23 . 2.22 9802 2188.72 341.21 24 WL RB 1.83 9803 2190.55 341.95 25 GL AT ST5R 1.22 9804 2191.77 342.08 26 . 3.05 9805 2194.82 345.41 27 TOP BANK JOIN 33427-9805 N 2d52'58" E 194.82 END X/S 6 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUGUST 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.18 0 DUMMY 2000.00 33430 2000.00 350.18 1 REF '01 SURVEY 10.55 9810 2010.55 345.11 2 TOP BANK 6.71 9811 2017.26 343.02 3 . 3.96 9812 2021.22 342.54 4 HWM 3.66 9813 2024.88 341.94 5 ON SLOPE 0.91 9814 2025.79 341.45 6 GL AT ST 6L 0.30 9815 2026.10 341.23 7 WL AUG.9-71 0.88 9816 2026.98 341.17 8 . 5.64 9817 2032.62 339.71 9 . 9.34 9818 2041.95 338.64 10 . 7.82 9819 2049.77 338.12 11 . 8.70 9820 2058.47 336.81 12 . 9.66 9821 2068.13 335.19 13 . 2.61 9822 2070.74 335.29 14 . 4.26 9823 2075.00 335.38 15 . 6.20 9824 2081.20 334.13 16 . 2.35 9825 2083.55 334.01 17 . 15.04 9826 2098.59 333.06 18 . 12.76 9827 2111.34 333.37 19 . 7.32 9828 2118.67 333.46 20 . 3.47 9829 2122.13 333.85 21 . 6.91 9830 2129.04 335.07 22 . 6.58 9831 2135.62 335.13 23 . 8.37 9832 2143.99 337.57 24 . 7.31 9833 2151.31 340.01 25 . 5.09 9834 2156.40 341.23 26 WL RB 1.83 9835 2158.23 342.12 27 GL AT ST 6R 1.37 9836 2159.60 342.86 28 . 6.40 9837 2166.00 345.92 29 TOP BANK JOIN 33430-9837 N 13d59'42" E 166.00 END X/S 7 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUG. 9, 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.73 0 DUMMY 2000.00 33977 2000.00 350.73 1 REF '01 SURVEY 22.31 9867 2022.31 342.40 2 ON SLOPE 1.22 9866 2023.53 341.51 3 GL AT ST 7L 0.30 9865 2023.83 341.27 4 WL AUG.9-71 1.52 9864 2025.36 340.32 5 3.10 0.73 9863 2026.09 340.20 6 . 2.40 9862 2028.49 339.50 7 . 3.08 9861 2031.57 338.28 8 . 1.17 9860 2032.74 337.28 9 . 5.17 9859 2037.91 336.30 10 . 9.98 9858 2047.88 334.26 11 . 8.39 9857 2056.28 333.04 12 . 4.92 9856 2061.20 332.73 13 . 6.37 9855 2067.57 332.34 14 . 8.82 9854 2076.39 332.16 15 . 12.08 9853 2088.47 332.58 16 . 5.46 9852 2093.93 332.83 17 . 8.47 9851 2102.40 333.59 18 . 4.68 9850 2107.07 334.11 19 . 7.22 9849 2114.29 337.70 20 . 10.88 9848 2125.17 338.86 21 . 7.77 9847 2132.94 339.23 22 . 3.19 9846 2136.13 339.23 23 . 1.89 9845 2138.03 339.53 24 . 0.81 9844 2138.83 339.90 25 . 6.47 9843 2145.30 341.27 26 WL RB 2.29 9842 2147.59 341.70 27 GL AT ST 7R 2.44 9841 2150.03 342.41 28 . 2.13 9840 2152.16 344.77 29 TOP BANK JOIN 33977-9840 N 9d3'36" E 152.16 END X/S 8 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUGUST 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.21 0 DUMMY 2000.00 34179 2000.00 352.21 1 REF '01 SURVEY 36.12 9892 2036.12 343.23 2 . 3.96 9891 2040.08 342.85 3 GL AT ST8L 2.74 9890 2042.83 341.29 4 WL AUG.9-71 1.87 9889 2044.70 340.50 5 . 5.52 9888 2050.21 339.95 6 . 5.51 9887 2055.73 338.91 7 . 9.79 9886 2065.51 337.94 8 . 6.40 9885 2071.91 337.48 9 . 6.22 9884 2078.13 337.69 10 . 7.68 9883 2085.81 337.97 11 . 6.21 9882 2092.02 337.30 12 . 15.02 9881 2107.04 335.35 13 . 19.69 9880 2126.73 336.63 14 . 16.64 9879 2143.37 338.73 15 . 17.71 9878 2161.08 338.85 16 . 15.32 9877 2176.41 339.25 17 . 8.18 9876 2184.59 339.46 18 . 3.32 9875 2187.91 339.61 19 . 3.74 9874 2191.64 339.77 20 . 1.41 9873 2193.05 340.68 21 . 3.10 9872 2196.15 341.29 22 WL RB 1.52 9871 2197.67 342.27 23 . 0.61 9870 2198.28 343.95 24 TOP BANK JOIN 34179-9870 N 64d20'44" W 198.28 END X/S 9 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 71-23 AUG. 9, 1971 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 343.91 0 DUMMY 2000.00 9929 2000.00 343.91 1 . 8.23 9928 2008.23 343.08 2 . 5.79 9927 2014.02 342.87 3 . 5.79 9926 2019.81 341.47 4 GL AT ST 9L 0.61 9925 2020.42 341.32 5 WL AUG.9-71 3.69 9924 2024.11 340.62 6 . 2.55 9923 2026.66 339.55 7 . 2.10 9922 2028.76 339.49 8 . 1.75 9921 2030.51 339.19 9 . 7.19 9920 2037.70 338.58 10 . 11.49 9919 2049.19 337.69 11 . 14.28 9918 2063.47 336.38 12 . 14.39 9917 2077.86 335.23 13 . 11.17 9916 2089.04 335.10 14 . 15.31 9915 2104.35 334.46 15 . 17.80 9914 2122.15 334.16 16 . 18.61 9913 2140.77 334.19 17 . 14.40 9912 2155.17 334.22 18 . 3.83 9911 2159.00 335.23 19 . 7.14 9910 2166.14 338.15 20 . 9.26 9909 2175.40 335.38 21 . 5.39 9908 2180.79 334.98 22 . 10.95 9907 2191.73 338.94 23 . 10.05 9906 2201.78 340.27 24 TOE 3.45 2.74 9905 2204.53 340.81 25 TOE 1.67 0.30 9904 2204.83 341.29 26 TOP 0.10 0.92 9903 2205.75 341.70 27 GL AT ST 9R 2.44 9902 2208.19 342.10 28 . 4.57 9901 2212.76 343.74 29 TOE BANK 3.05 9900 2215.81 346.41 30 . JOIN 9929-9900 N 89d56'5" W 215.81 END