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. NOTE: X/S 25 1973, NOT COMPLETED: ONLY OVERBANK, MISSING SOUNDINGS X/S 1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-06 JUNE 21, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 346.91 0 DUMMY 2000.00 31296 2000.00 346.91 1 REF '01 SURVEY 70.44 40143 2070.44 344.20 2 TOP 4.89 40142 2075.33 341.72 3 W/L 2.43 40141 2077.76 340.71 4 TOE 7.46 40140 2085.22 338.61 5 SOUNDING FIX 6.19 40139 2091.40 337.73 6 . 12.02 40138 2103.42 337.45 7 . 12.37 40137 2115.79 336.75 8 . 13.22 40136 2129.01 336.08 9 . 3.73 40135 2132.74 336.36 10 . 16.61 40134 2149.34 335.93 11 . 4.85 40133 2154.19 335.96 12 . 6.85 40132 2161.04 335.59 13 . 4.35 40131 2165.39 335.56 14 . 5.52 40130 2170.91 334.98 15 . 8.69 40129 2179.60 336.20 16 . 7.77 40128 2187.37 336.30 17 . 5.07 40127 2192.43 335.53 18 . 8.44 40126 2200.88 338.03 19 . 7.60 40125 2208.48 336.75 20 . 6.25 40124 2214.73 336.20 21 . 7.43 40123 2222.15 336.02 22 . 7.23 40122 2229.38 337.54 23 . 9.35 40121 2238.73 333.64 24 . 14.46 40120 2253.19 335.59 25 . 6.73 40119 2259.92 337.18 26 . 7.59 40118 2267.51 337.09 27 . 11.24 40117 2278.75 339.25 28 . 6.89 40116 2285.64 339.56 29 SOUNDING FIX 10.02 40115 2295.66 341.69 30 W/L 17.26 40114 2312.92 342.06 31 . 8.37 40113 2321.29 342.91 32 TOE 9.93 40112 2331.22 345.08 33 TOP OF BANK 10.74 40111 2341.96 344.36 34 . 20.67 40110 2362.63 344.40 35 SLOW RISE BEYOND JOIN 31296-40110 N 16d48'27" W 362.63 END X/S 2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 21, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.50 0 DUMMY 2000.00 40243 2000.00 347.50 1 . 18.68 40242 2018.68 344.70 2 . 16.55 40241 2035.23 344.09 3 TOP BANK 5.83 40240 2041.06 341.69 4 W/L 4.43 40239 2045.49 340.87 5 . 3.73 40238 2049.23 340.79 6 SOUNDING FIX 19.63 40237 2068.86 338.63 7 . 1.33 40236 2070.19 337.47 8 . 21.02 40235 2091.20 336.98 9 SOUNDING FIX 17.89 40234 2109.09 336.47 10 . 13.27 40233 2122.37 336.53 11 SOUNDING FIX 22.81 40232 2145.17 336.83 12 . 9.48 40231 2154.66 336.40 13 SOUNDING FIX 21.66 40230 2176.32 337.11 14 . 14.57 40229 2190.89 337.14 15 SOUNDING FIX 14.97 40228 2205.86 337.32 16 . 24.30 40227 2230.16 337.81 17 SOUNDING FIX 3.70 40226 2233.87 337.68 18 . 12.93 40225 2246.80 339.42 19 . 10.13 40224 2256.92 340.03 20 SOUNDING FIX 7.40 40223 2264.32 341.71 21 W/L 8.90 40222 2273.22 342.62 22 TOE 7.27 40221 2280.49 345.50 23 TOP OF BANK 47.80 40220 2328.29 346.02 24 FLAT BEYOND JOIN 40243-40220 N 11d39'39" W 328.29 END X/S 3 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 22, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 344.08 0 DUMMY 2000.00 40285 2000.00 344.08 1 TOP 6.04 40284 2006.04 342.41 2 TOE 4.58 40283 2010.62 341.83 3 W/L 4.39 40282 2015.00 341.48 4 . 2.32 40281 2017.33 341.10 5 . 12.34 40280 2029.67 338.54 6 . 1.74 40279 2031.40 337.38 7 . 3.31 40278 2034.71 337.53 8 . 1.97 40277 2036.68 336.25 9 . 2.65 40276 2039.33 336.65 10 SOUNDING FIX 3.78 40275 2043.10 335.55 11 . 3.75 40274 2046.85 335.86 12 . 4.29 40273 2051.14 334.36 13 . 7.02 40272 2058.16 336.10 14 . 11.30 40271 2069.46 336.37 15 SOUNDING FIX 1.80 40270 2071.26 335.46 16 . 6.59 40269 2077.85 336.74 17 . 8.35 40268 2086.20 333.63 18 . 3.61 40267 2089.81 334.09 19 . 5.98 40266 2095.80 334.12 20 . 2.37 40265 2098.16 333.72 21 . 4.80 40264 2102.96 334.64 22 SOUNDING FIX 8.25 40263 2111.21 333.81 23 . 7.04 40262 2118.25 331.47 24 . 11.77 40261 2130.02 328.85 25 . 4.70 40260 2134.72 328.60 26 SOUNDING FIX 5.84 40259 2140.56 329.67 27 . 17.47 40258 2158.03 339.42 28 SOUNDING FIX 5.55 40257 2163.58 341.17 29 . 1.32 40256 2164.90 341.86 30 W/L 0.55 40255 2165.46 342.98 31 TOP 10.23 40254 2175.68 345.85 32 . 8.80 40253 2184.48 346.52 33 TOP 19.46 40252 2203.95 346.30 34 TOE CL TRACKS 12.17 40251 2216.11 347.90 35 TOP 31.34 40250 2247.45 348.20 36 FLAT BEYOND JOIN 40285-40250 N 0d59'30" W 247.45 END X/S 4 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 22, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 346.84 0 DUMMY 2000.00 40345 2000.00 346.84 1 TOE BANK 35.98 40344 2035.98 346.09 2 C/L TRACKS 8.70 40343 2044.68 345.28 3 TOE TRACKS 78.38 40342 2123.07 344.35 4 TOP 15.90 40341 2138.97 341.84 5 W/L 2.92 40340 2141.88 341.10 6 . 3.19 40339 2145.07 340.73 7 SOUNDING FIX 26.72 40338 2171.80 338.60 8 SOUNDING FIX 14.93 40337 2186.73 336.62 9 . 7.79 40336 2194.52 335.28 10 . 3.89 40335 2198.41 335.28 11 SOUNDING FIX 9.34 40334 2207.75 334.97 12 . 5.43 40333 2213.18 333.30 13 . 11.23 40332 2224.41 333.11 14 SOUNDING FIX 8.44 40331 2232.85 332.20 15 . 8.44 40330 2241.28 330.28 16 . 3.10 40329 2244.38 330.28 17 . 2.71 40328 2247.09 330.83 18 SOUNDING FIX 10.13 40327 2257.21 332.50 19 . 13.70 40326 2270.91 338.60 20 SOUNDING FIX 7.73 40325 2278.64 340.98 21 . 3.36 40324 2282.00 341.80 22 W/L 11.49 40323 2293.49 343.18 23 TOE 4.77 40322 2298.26 346.24 24 TOP 23.88 40321 2322.14 346.21 25 C/L TRACKS 24.60 40320 2346.74 349.20 26 TOE JOIN 40345-40320 N 0d53'38" W 346.74 END X/S 5 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-06 JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 344.56 0 DUMMY 2000.00 33356 2000.00 344.56 1 REF '01 SURVEY 41.43 40416 2041.43 344.05 2 INTS 4.44 40415 2045.88 341.90 3 W/L 2.24 40414 2048.12 340.98 4 . 2.89 40413 2051.01 340.05 5 SOUNDING FIX 19.85 40412 2070.85 338.83 6 . 3.85 40411 2074.70 338.53 7 . 7.11 40410 2081.81 336.82 8 . 6.22 40409 2088.03 337.13 9 SOUNDING FIX 9.18 40408 2097.21 336.09 10 . 12.91 40407 2110.12 336.55 11 . 19.58 40406 2129.70 336.55 12 SOUNDING FIX 16.36 40405 2146.06 337.13 13 . 15.85 40404 2161.91 337.46 14 . 6.73 40403 2168.64 337.07 15 SOUNDING FIX 8.97 40402 2177.61 336.85 16 . 8.10 40401 2185.72 337.22 17 . 4.71 40400 2190.42 337.07 18 . 23.01 40399 2213.43 337.77 19 SOUNDING FIX 17.09 40398 2230.53 339.14 20 . 12.86 40397 2243.39 340.18 21 SOUNDING FIX 1.91 40396 2245.30 340.85 22 . 4.02 40395 2249.33 341.88 23 W/L 10.18 40394 2259.50 343.32 24 . 27.39 40393 2286.90 343.89 25 . 21.84 40392 2308.73 345.69 26 EDGE ROAD 5.86 40391 2314.59 345.71 27 EDGE ROAD 24.95 40390 2339.54 344.51 28 FLAT BEYOND JOIN 33356-40390 N 12d58'15" E 339.54 END X/S 6 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.31 0 DUMMY 2000.00 40537 2000.00 350.31 1 RISING SHARPLY 24.26 40536 2024.26 348.52 2 TOP 14.89 40535 2039.15 343.20 3 EDGE ROAD 6.23 40534 2045.38 341.89 4 W/L 1.92 40533 2047.30 341.39 5 . 1.97 40532 2049.27 339.57 6 SOUNDING FIX 11.03 40531 2060.30 337.86 7 . 3.79 40530 2064.09 338.68 8 SOUNDING FIX 1.61 40529 2065.70 338.80 9 . 20.22 40528 2085.92 334.78 10 SOUNDING FIX 27.48 40527 2113.40 332.34 11 SOUNDING FIX 13.21 40526 2126.61 332.77 12 . 4.02 40525 2130.63 332.43 13 . 12.06 40524 2142.68 334.63 14 SOUNDING FIX 7.86 40523 2150.54 334.87 15 . 11.78 40522 2162.32 339.08 16 SOUNDING FIX 0.47 40521 2162.80 340.72 17 . 4.09 40520 2166.88 341.94 18 W/L 3.49 40519 2170.37 344.60 19 TOP 6.16 40518 2176.53 344.80 20 . 2.46 40517 2178.99 346.05 21 . 4.53 40516 2183.53 346.03 22 . 3.18 40515 2186.70 344.69 23 . 35.15 40514 2221.85 345.05 24 TOE 2.78 40513 2224.63 346.27 25 . 3.71 40512 2228.34 346.21 26 . 2.93 40511 2231.26 344.61 27 . 6.70 40510 2237.96 344.80 28 . JOIN 40537-40510 N 20d2'6" E 237.96 END X/S 7 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 355.22 0 DUMMY 2000.00 40619 2000.00 355.22 1 TOP AT BRIDGE 12.80 40618 2012.80 348.54 2 TOE 6.54 40617 2019.34 347.61 3 . 5.54 40616 2024.87 344.36 4 TOE 6.30 40615 2031.17 341.92 5 W/L 2.93 40614 2034.11 340.99 6 SOUNDING FIX 16.32 40613 2050.43 338.55 7 SOUNDING FIX 4.13 40612 2054.55 338.18 8 . 16.24 40611 2070.80 335.96 9 SOUNDING FIX 16.58 40610 2087.38 332.24 10 SOUNDING FIX 14.91 40609 2102.29 332.09 11 . 7.81 40608 2110.10 333.15 12 . 9.78 40607 2119.88 332.70 13 . 3.83 40606 2123.72 333.06 14 SOUNDING FIX 22.71 40605 2146.42 339.16 15 SOUNDING FIX 3.41 40604 2149.84 340.49 16 . 2.02 40603 2151.86 341.90 17 W/L 5.25 40602 2157.10 345.75 18 21.65 40601 2178.75 345.29 19 . 39.12 40600 2217.87 344.84 20 . JOIN 40619-40600 N 25d44'21" E 217.87 END X/S 8 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.66 0 DUMMY 2000.00 40642 2000.00 349.66 1 FIELD CENTRE 67.95 40641 2067.95 349.10 2 TOP 9.79 40640 2077.75 343.71 3 TOE 4.04 40639 2081.79 343.50 4 . 3.21 40638 2085.00 342.13 5 W/L 3.40 40637 2088.40 341.46 6 SOUNDING FIX 0.70 40636 2089.10 341.17 7 . 17.45 40635 2106.56 339.57 8 SOUNDING FIX 8.44 40634 2115.00 339.12 9 . 17.15 40633 2132.14 337.35 10 SOUNDING FIX 31.62 40632 2163.76 333.39 11 . 8.34 40631 2172.10 333.20 12 SOUNDING FIX 2.59 40630 2174.69 333.39 13 . 25.02 40629 2199.72 332.78 14 . 11.10 40628 2210.81 333.69 15 SOUNDING FIX 13.72 40627 2224.53 338.54 16 . 13.26 40626 2237.80 340.67 17 SOUNDING FIX 4.34 40625 2242.14 341.55 18 . 4.51 40624 2246.65 342.22 19 W/L 8.08 40623 2254.72 344.71 20 TOE 10.03 40622 2264.75 350.75 21 TOP 8.16 40621 2272.91 351.28 22 EDGE ROAD JOIN 40642-40621 S 89d1'2" W 272.91 END X/S 9 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.61 0 DUMMY 2000.00 34329 2000.00 348.61 1 REF '01 SURVEY 50.72 40672 2050.72 347.60 2 TOP 2.18 40671 2052.91 344.32 3 TOE 3.00 40670 2055.91 341.99 4 W/L 1.85 40669 2057.76 341.45 5 SOUNDING FIX 10.32 40668 2068.09 338.76 6 . 7.38 40667 2075.47 338.67 7 SOUNDING FIX 12.92 40666 2088.38 338.09 8 . 8.63 40665 2097.01 336.97 9 SOUNDING FIX 3.64 40664 2100.65 336.69 10 . 11.39 40663 2112.04 337.15 11 . 13.16 40662 2125.20 336.42 12 SOUNDING FIX 19.43 40661 2144.64 336.26 13 . 21.72 40660 2166.36 335.05 14 SOUNDING FIX 5.01 40659 2171.37 334.77 15 . 31.76 40658 2203.13 333.28 16 SOUNDING FIX 19.13 40657 2222.26 331.39 17 . 20.77 40656 2243.03 334.74 18 SOUNDING FIX 11.16 40655 2254.19 338.70 19 . 20.36 40654 2274.55 340.53 20 SOUNDING FIX 7.44 40653 2281.99 342.06 21 W/L 9.67 40652 2291.66 346.79 22 TOP 31.63 40651 2323.29 347.88 23 . 35.48 40650 2358.77 349.82 24 . JOIN 34329-40650 N 20d25'44" W 358.77 END X/S 10 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.#73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 346.40 0 DUMMY 2000.00 40725 2000.00 346.40 1 . 12.32 40724 2012.32 346.10 2 . 6.26 40723 2018.58 344.87 3 TOE 19.81 40722 2038.39 344.79 4 TOP BANK 3.18 40721 2041.57 342.12 5 W/L 5.86 40720 2047.43 340.24 6 SOUNDING FIX 6.88 40719 2054.30 338.72 7 . 12.55 40718 2066.85 336.25 8 . 3.84 40717 2070.69 336.16 9 SOUNDING FIX 12.44 40716 2083.13 336.46 10 . 20.56 40715 2103.69 336.40 11 SOUNDING FIX 9.76 40714 2113.45 336.28 12 . 21.97 40713 2135.42 336.58 13 SOUNDING FIX 8.39 40712 2143.81 336.80 14 . 28.38 40711 2172.19 336.40 15 SOUNDING FIX 16.62 40710 2188.81 335.82 16 . 16.49 40709 2205.30 339.11 17 SOUNDING FIX 3.40 40708 2208.70 339.72 18 . 4.68 40707 2213.39 342.07 19 W/L 1.32 40706 2214.71 343.02 20 . 4.83 40705 2219.54 344.44 21 . 8.44 40704 2227.97 344.91 22 TOE 3.85 40703 2231.82 347.11 23 TOP 3.62 40702 2235.45 347.18 24 TOP 2.87 40701 2238.32 345.83 25 TOE 22.16 40700 2260.48 345.60 26 FLAT BEYOND JOIN 40725-40700 N 6d7'42" W 260.48 END X/S 11 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.54 0 DUMMY 2000.00 41124 2000.00 348.54 1 C/L TRACKS 10.47 41123 2010.47 345.78 2 TOE 36.28 41122 2046.75 346.58 3 TOP EROSION 2.93 41121 2049.67 342.30 4 W/L 2.77 41120 2052.44 340.93 5 SOUNDING FIX 10.56 41119 2063.01 338.61 6 . 6.97 41118 2069.98 334.86 7 SOUNDING FIX 13.99 41117 2083.97 332.18 8 . 10.12 41116 2094.09 332.21 9 SOUNDING FIX 6.88 41115 2100.96 332.06 10 . 25.91 41114 2126.87 332.21 11 SOUNDING FIX 8.96 41113 2135.83 333.64 12 . 14.47 41112 2150.30 337.24 13 . 11.03 41111 2161.33 338.61 14 SOUNDING FIX 11.89 41110 2173.21 338.09 15 . 19.38 41109 2192.60 337.97 16 SOUNDING FIX 2.64 41108 2195.24 338.61 17 . 20.54 41107 2215.77 340.74 18 SOUNDING FIX 7.80 41106 2223.57 341.24 19 . 9.00 41105 2232.57 342.27 20 W/L 2.72 41104 2235.30 342.84 21 TOE 22.25 41103 2257.55 345.54 22 TOP 2.09 41102 2259.64 346.01 23 TOE 6.46 41101 2266.10 348.10 24 TOP 4.23 41100 2270.33 348.38 25 C/L ROAD JOIN 41124-41100 N 12d54'30" E 270.33 END X/S 12 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-06 JUNE 23, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.43 0 DUMMY 2000.00 34556 2000.00 348.43 1 REF '01 SURVEY 4.00 41153 2004.00 348.44 2 C/L RAILWAY 6.66 41152 2010.66 347.13 3 TOE OF TRACK 5.62 41151 2016.28 347.18 4 TOP OF BANK 1.45 41150 2017.73 344.43 5 TOE OF BANK 2.43 41149 2020.16 342.34 6 W/L 3.43 41148 2023.59 341.13 7 SOUNDING FIX 11.86 41147 2035.45 338.99 8 . 6.81 41146 2042.26 338.93 9 . 8.18 41145 2050.44 336.56 10 SOUNDING FIX 9.34 41144 2059.78 332.90 11 . 19.89 41143 2079.67 334.24 12 SOUNDING FIX 22.63 41142 2102.30 335.24 13 . 9.44 41141 2111.75 334.73 14 SOUNDING FIX 7.57 41140 2119.32 335.34 15 . 11.06 41139 2130.38 337.01 16 . 15.78 41138 2146.16 337.47 17 SOUNDING FIX 7.87 41137 2154.03 337.32 18 . 20.17 41136 2174.20 340.21 19 SOUNDING FIX 3.47 41135 2177.67 341.34 20 . 4.67 41134 2182.35 342.35 21 W/L 6.83 41133 2189.18 344.17 22 . 2.11 41132 2191.29 345.69 23 TOP 36.15 41131 2227.43 347.47 24 . 6.69 41130 2234.12 347.94 25 C/L ROAD JOIN 34556-41130 N 15d35'19" E 234.12 END X/S 13 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 23, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 346.87 0 DUMMY 2000.00 34650 2000.00 346.87 1 REF '01 SURVEY 21.49 41190 2021.49 344.78 2 TOE 21.33 41189 2042.82 345.16 3 TOE 6.31 41188 2049.13 346.11 4 6.75 41187 2055.89 342.32 5 W/L 2.79 41186 2058.68 340.67 6 . 5.24 41185 2063.92 339.71 7 SOUNDING FIX 18.70 41184 2082.62 338.31 8 . 10.04 41183 2092.66 338.28 9 SOUNDING FIX 4.57 41182 2097.23 338.34 10 . 9.57 41181 2106.80 337.82 11 . 3.69 41180 2110.49 336.70 12 . 4.30 41179 2114.79 336.79 13 . 13.47 41178 2128.26 336.06 14 . 5.06 41177 2133.32 337.06 15 . 4.48 41176 2137.80 337.21 16 SOUNDING FIX 9.59 41175 2147.39 336.91 17 . 20.82 41174 2168.21 337.61 18 . 13.04 41173 2181.25 337.37 19 SOUNDING FIX 14.85 41172 2196.10 337.15 20 . 4.88 41171 2200.98 337.52 21 . 17.89 41170 2218.87 337.76 22 SOUNDING FIX 6.27 41169 2225.14 337.82 23 . 13.61 41168 2238.75 337.52 24 . 13.24 41167 2251.99 337.21 25 SOUNDING FIX 2.95 41166 2254.94 337.21 26 . 27.71 41165 2282.65 341.18 27 SOUNDING FIX 3.51 41164 2286.16 341.74 28 . 4.32 41163 2290.47 342.40 29 W/L 4.26 41162 2294.74 343.71 30 TOE 4.76 41161 2299.50 347.64 31 TOP OF BANK 25.13 41160 2324.63 348.00 32 C/L ROAD JOIN 34650-41160 N 14d41'28" E 324.63 END X/S 14 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.#73-F2A SEPT. 11, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 351.19 0 DUMMY 2000.00 34830 2000.00 351.19 1 REF '01 SURVEY 18.86 41244 2018.86 350.36 2 . 5.89 41243 2024.75 344.18 3 . 3.67 41242 2028.43 341.65 4 . 9.91 41241 2038.34 340.59 5 . 6.65 41240 2044.99 339.36 6 . 14.69 41239 2059.67 336.77 7 SOUNDING FIX 8.32 41238 2067.99 337.14 8 . 16.98 41237 2084.97 336.68 9 . 16.24 41236 2101.21 337.08 10 SOUNDING FIX 15.34 41235 2116.55 336.86 11 . 5.96 41234 2122.51 337.20 12 . 12.79 41233 2135.30 337.23 13 SOUNDING FIX 31.84 41232 2167.14 338.05 14 SOUNDING FIX 3.28 41231 2170.41 338.33 15 . 6.52 41230 2176.93 338.02 16 . 14.15 41229 2191.09 338.63 17 SOUNDING FIX 97.73 41228 2288.81 339.12 18 . 19.62 41227 2308.43 339.03 19 . 17.74 41226 2326.18 338.97 20 . 17.46 41225 2343.64 339.67 21 WL 7.75 41224 2351.39 340.50 22 . 0.65 41223 2352.04 341.47 23 TOP BANK 31.64 41222 2383.68 341.06 24 . 8.43 41221 2392.10 341.90 25 . 21.59 41220 2413.70 345.85 26 EDGE FIELD JOIN 34830-41220 N 15d46'9" E 413.70 END X/S 15 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 25, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.84 0 DUMMY 2000.00 35189 2000.00 349.84 1 REF '01 SURVEY 5.81 41272 2005.81 349.76 2 TOP 10.04 41271 2015.85 342.97 3 W/L 10.78 41270 2026.63 342.69 4 SOUNDING FIX 26.31 41269 2052.94 339.04 5 SOUNDING FIX 5.79 41268 2058.73 339.07 6 . 36.36 41267 2095.09 337.72 7 SOUNDING FIX 2.80 41266 2097.89 337.33 8 . 29.44 41265 2127.32 337.51 9 . 22.33 41264 2149.66 337.94 10 SOUNDING FIX 15.89 41263 2165.54 338.12 11 . 8.96 41262 2174.50 337.76 12 . 6.95 41261 2181.45 338.09 13 . 12.86 41260 2194.31 337.82 14 SOUNDING FIX 24.06 41259 2218.37 337.60 15 . 15.21 41258 2233.57 338.00 16 SOUNDING FIX 33.25 41257 2266.82 339.49 17 SOUNDING FIX 6.78 41256 2273.59 341.14 18 . 12.79 41255 2286.38 342.86 19 W/L 4.64 41254 2291.02 343.87 20 . 5.97 41253 2296.99 344.19 21 . 13.58 41252 2310.57 344.79 22 . 22.35 41251 2332.93 344.79 23 . 17.79 41250 2350.72 346.20 24 . JOIN 35189-41250 N 11d9'36" E 350.72 END X/S 16 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 353.12 0 DUMMY 2000.00 41350 2000.00 353.12 1 C/L TRACKS 3.64 41349 2003.64 353.04 2 TOP RAILWAY 6.32 41348 2009.97 349.89 3 TOE RAILWAY 28.74 41347 2038.71 349.69 4 TOP BANK 9.97 41346 2048.68 345.30 5 . 3.22 41345 2051.90 343.01 6 W/L 3.13 41344 2055.03 340.91 7 . 4.33 41343 2059.36 340.09 8 SOUNDING FIX 5.20 41342 2064.57 339.18 9 . 5.53 41341 2070.09 338.26 10 SOUNDING FIX 5.42 41340 2075.51 336.31 11 . 7.93 41339 2083.44 336.71 12 . 10.30 41338 2093.73 336.86 13 . 11.06 41337 2104.80 336.55 14 SOUNDING FIX 17.29 41336 2122.08 335.73 15 . 7.83 41335 2129.91 336.55 16 . 10.50 41334 2140.42 336.95 17 SOUNDING FIX 31.40 41333 2171.82 337.35 18 SOUNDING FIX 19.33 41332 2191.15 337.19 19 . 8.23 41331 2199.38 337.65 20 . 16.84 41330 2216.23 337.01 21 SOUNDING FIX 6.47 41329 2222.70 336.95 22 . 10.25 41328 2232.95 338.41 23 . 15.29 41327 2248.24 339.45 24 SOUNDING FIX 6.67 41326 2254.91 340.69 25 . 4.94 41325 2259.86 342.49 26 . 6.00 41324 2265.85 342.99 27 W/L 31.41 41323 2297.26 343.81 28 . 36.27 41322 2333.54 344.10 29 TOE 11.05 41321 2344.59 348.77 30 TOP OF BANK 15.74 41320 2360.33 349.41 31 FLAT BEYOND JOIN 41350-41320 N 8d35'10" E 360.33 END X/S 17 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-06 JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 353.10 0 DUMMY 2000.00 41392 2000.00 353.10 1 C/L TRACKS 3.39 41391 2003.39 353.03 2 TOP 4.93 41390 2008.33 350.74 3 TOE RAILROAD 16.73 41389 2025.05 350.56 4 TOP 8.24 41388 2033.30 343.09 5 W/L 3.10 41387 2036.40 341.41 6 . 4.80 41386 2041.19 340.29 7 SOUNDING FIX 12.92 41385 2054.12 339.07 8 . 7.90 41384 2062.02 337.54 9 SOUNDING FIX 20.90 41383 2082.92 338.28 10 . 12.13 41382 2095.04 337.88 11 . 4.39 41381 2099.44 338.09 12 SOUNDING FIX 9.36 41380 2108.80 338.31 13 . 14.14 41379 2122.94 338.03 14 . 27.71 41378 2150.65 338.00 15 SOUNDING FIX 31.20 41377 2181.85 338.22 16 . 5.37 41376 2187.22 338.00 17 . 8.04 41375 2195.27 338.31 18 SOUNDING FIX 7.85 41374 2203.12 338.03 19 . 11.77 41373 2214.89 338.15 20 . 5.10 41372 2219.99 338.34 21 . 9.22 41371 2229.21 338.09 22 . 5.49 41370 2234.70 338.28 23 SOUNDING FIX 20.71 41369 2255.41 338.22 24 . 7.20 41368 2262.61 339.53 25 SOUNDING FIX 5.92 41367 2268.53 341.90 26 . 2.20 41366 2270.73 343.03 27 W/L 0.11 41365 2270.85 344.06 28 . 14.57 41364 2285.42 344.75 29 TOE 30.97 41363 2316.39 345.63 30 TOE 6.84 41362 2323.23 347.42 31 . 6.88 41361 2330.11 348.43 32 TOP 15.85 41360 2345.96 348.84 33 FLAT BEYOND JOIN 41392-41360 N 5d56'39" E 345.96 END X/S 18 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.53 0 DUMMY 2000.00 35490 2000.00 352.53 1 REF '01 SURVEY 38.59 41425 2038.59 348.17 2 TOP 8.73 41424 2047.32 343.60 3 TOE 2.71 41423 2050.04 343.12 4 W/L 9.64 41422 2059.68 342.92 5 SOUNDING FIX 3.70 41421 2063.38 342.92 6 . 7.19 41420 2070.57 340.54 7 SOUNDING FIX 13.38 41419 2083.95 339.54 8 . 7.87 41418 2091.82 337.13 9 . 7.87 41417 2099.70 337.28 10 SOUNDING FIX 12.25 41416 2111.95 337.34 11 . 19.02 41415 2130.97 337.56 12 . 8.60 41414 2139.56 337.40 13 SOUNDING FIX 16.94 41413 2156.50 336.92 14 . 13.73 41412 2170.23 337.28 15 SOUNDING FIX 5.48 41411 2175.71 337.44 16 . 19.92 41410 2195.63 337.53 17 . 7.86 41409 2203.48 337.13 18 SOUNDING FIX 7.78 41408 2211.26 337.34 19 . 9.07 41407 2220.33 337.16 20 . 8.64 41406 2228.98 339.72 21 SOUNDING FIX 5.63 41405 2234.61 340.09 22 . 2.70 41404 2237.31 342.15 23 . 3.25 41403 2240.56 343.38 24 W/L 3.21 41402 2243.77 343.98 25 TOE 1.30 41401 2245.06 351.06 26 TOP BANK 35.71 41400 2280.77 351.26 27 FLAT BEYOND JOIN 35490-41400 N 6d3'11" W 280.77 END X/S 19 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-06 JUNE 26, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.01 0 DUMMY 2000.00 35659 2000.00 350.01 1 REF '01 SURVEY 2.05 41455 2002.05 352.71 2 C/L TRACKS (2) 3.14 41454 2005.19 352.78 3 TOP RAILWAY 5.94 41453 2011.13 349.89 4 TOE RAILWAY 31.01 41452 2042.14 348.86 5 TOP 8.97 41451 2051.12 343.42 6 W/L 3.83 41450 2054.95 341.43 7 SOUNDING FIX 8.88 41449 2063.83 340.58 8 . 9.26 41448 2073.09 340.27 9 SOUNDING FIX 16.24 41447 2089.33 339.97 10 . 8.47 41446 2097.80 339.60 11 SOUNDING FIX 9.33 41445 2107.13 339.54 12 . 11.91 41444 2119.03 338.53 13 . 7.94 41443 2126.97 336.98 14 . 4.17 41442 2131.14 335.70 15 SOUNDING FIX 16.05 41441 2147.19 335.46 16 . 20.21 41440 2167.40 335.85 17 SOUNDING FIX 13.92 41439 2181.32 336.46 18 . 14.73 41438 2196.05 338.08 19 . 13.92 41437 2209.96 338.59 20 SOUNDING FIX 9.86 41436 2219.82 338.93 21 . 17.34 41435 2237.16 340.58 22 SOUNDING FIX 6.36 41434 2243.51 341.44 23 . 4.84 41433 2248.35 343.32 24 W/L 3.51 41432 2251.86 343.80 25 TOE 6.89 41431 2258.75 347.40 26 TOP OF BANK 28.94 41430 2287.69 348.24 27 . JOIN 35659-41430 N 31d26'34" E 287.69 END X/S 20 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-06 JUNE 26, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.43 0 DUMMY 2000.00 35739 2000.00 350.43 1 REF '01 SURVEY 2.64 41482 2002.64 350.53 2 TOP 13.41 41481 2016.06 345.49 3 TOE RAILROAD 55.35 41480 2071.40 346.40 4 TOP 6.63 41479 2078.03 343.33 5 W/L 3.53 41478 2081.55 342.57 6 . 7.50 41477 2089.05 341.90 7 SOUNDING FIX 9.22 41476 2098.28 340.90 8 . 9.06 41475 2107.34 339.07 9 . 9.55 41474 2116.88 339.16 10 SOUNDING FIX 15.11 41473 2132.00 339.47 11 . 25.32 41472 2157.32 339.16 12 . 8.31 41471 2165.63 338.43 13 SOUNDING FIX 29.95 41470 2195.59 338.19 14 . 17.08 41469 2212.66 337.82 15 SOUNDING FIX 28.85 41468 2241.51 336.87 16 . 18.68 41467 2260.19 337.18 17 SOUNDING FIX 14.59 41466 2274.78 336.39 18 . 6.16 41465 2280.94 338.58 19 . 14.00 41464 2294.94 339.59 20 SOUNDING FIX 3.55 41463 2298.48 341.22 21 . 3.29 41462 2301.78 343.43 22 W/L 7.02 41461 2308.80 348.88 23 TOP 27.64 41460 2336.44 349.57 24 FLAT BEYOND JOIN 35739-41460 N 23d46'5" W 336.44 END X/S 21 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 26, 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.25 0 DUMMY 2000.00 35740 2000.00 349.25 1 REF '01 SURVEY 172.14 41523 2172.14 346.49 2 FLAT BEYOND 95.25 41522 2267.39 345.79 3 TOP 7.44 41521 2274.83 343.37 4 W/L 3.79 41520 2278.62 341.89 5 SOUNDING FIX 3.16 41519 2281.78 341.74 6 . 7.52 41518 2289.30 339.61 7 SOUNDING FIX 14.28 41517 2303.58 338.75 8 . 20.48 41516 2324.06 338.39 9 SOUNDING FIX 21.06 41515 2345.12 338.08 10 . 18.76 41514 2363.88 337.32 11 SOUNDING FIX 11.49 41513 2375.38 337.08 12 . 7.59 41512 2382.97 337.38 13 . 17.73 41511 2400.70 337.62 14 . 4.29 41510 2404.98 337.47 15 SOUNDING FIX 21.25 41509 2426.24 337.01 16 . 18.22 41508 2444.46 336.86 17 SOUNDING FIX 13.49 41507 2457.94 336.34 18 . 10.65 41506 2468.59 339.21 19 . 10.48 41505 2479.07 340.21 20 SOUNDING FIX 7.02 41504 2486.09 341.68 21 . 3.93 41503 2490.02 343.42 22 W/L 7.57 41502 2497.58 349.15 23 BP 4.67 41501 2502.26 355.39 24 TOP 5.30 41500 2507.55 355.85 25 . JOIN 35740-41500 N 0d22'22" E 507.55 END X/S 22 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.11 0 DUMMY 2000.00 35900 2000.00 350.11 1 REF '01 SURVEY 11.68 41551 2011.68 349.96 2 FLAT BEYOND 20.32 41550 2032.01 349.63 3 TOP 26.22 41549 2058.23 346.85 4 TOP 0.30 41548 2058.53 345.36 5 BP 2.48 41547 2061.01 343.52 6 W/L 1.85 41546 2062.86 342.24 7 . 3.70 41545 2066.56 341.05 8 SOUNDING FIX 9.59 41544 2076.15 339.74 9 . 19.96 41543 2096.11 338.37 10 . 7.19 41542 2103.31 336.48 11 SOUNDING FIX 10.85 41541 2114.15 336.84 12 . 10.12 41540 2124.28 336.60 13 . 28.68 41539 2152.96 337.09 14 SOUNDING FIX 51.02 41538 2203.98 337.39 15 SOUNDING FIX 22.07 41537 2226.05 337.61 16 . 6.22 41536 2232.27 338.61 17 . 18.06 41535 2250.33 340.14 18 SOUNDING FIX 8.38 41534 2258.70 342.35 19 . 5.07 41533 2263.77 343.39 20 W/L 4.55 41532 2268.32 344.84 21 . 7.68 41531 2276.00 345.92 22 EDGE ROAD 9.07 41530 2285.07 345.93 23 EDGE ROAD JOIN 35900-41530 N 32d35'31" E 285.07 END X/S 23 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-06 JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.90 0 DUMMY 2000.00 41591 2000.00 348.90 1 C/L TRACK 5.19 41590 2005.19 348.46 2 TOP 9.84 41589 2015.02 344.76 3 . 24.97 41588 2040.00 344.75 4 TOP HIGH WATER 3.44 41587 2043.43 343.41 5 W/L 2.11 41586 2045.55 342.12 6 . 2.40 41585 2047.94 341.25 7 SOUNDING FIX 15.99 41584 2063.93 340.03 8 . 10.50 41583 2074.43 339.85 9 SOUNDING FIX 17.38 41582 2091.81 339.27 10 . 30.13 41581 2121.95 339.18 11 SOUNDING FIX 24.06 41580 2146.00 338.94 12 . 25.39 41579 2171.40 338.57 13 SOUNDING FIX 8.02 41578 2179.41 338.69 14 . 20.61 41577 2200.03 338.02 15 . 6.42 41576 2206.44 337.17 16 . 7.10 41575 2213.54 336.83 17 . 11.91 41574 2225.46 337.11 18 SOUNDING FIX 9.69 41573 2235.15 337.17 19 . 6.92 41572 2242.07 337.41 20 . 19.84 41571 2261.91 337.11 21 . 14.30 41570 2276.21 337.96 22 SOUNDING FIX 6.98 41569 2283.18 339.18 23 . 3.19 41568 2286.37 339.03 24 . 15.94 41567 2302.32 341.34 25 . 9.17 41566 2311.48 340.98 26 . 7.18 41565 2318.66 341.37 27 SOUNDING FIX 5.42 41564 2324.08 342.37 28 . 4.43 41563 2328.51 343.51 29 W/L 12.89 41562 2341.40 349.67 30 TOP 2.95 41561 2344.35 349.67 31 EDGE ROAD 9.94 41560 2354.30 350.04 32 EDGE ROAD JOIN 41591-41560 N 13d57'47" E 354.30 END X/S 24 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.42 0 DUMMY 2000.00 41633 2000.00 348.42 1 C/L TRACKS 3.52 41632 2003.52 348.35 2 TOP 4.90 41631 2008.42 346.43 3 TOE 12.09 41630 2020.51 346.12 4 TOP 0.60 41629 2021.11 344.48 5 TOE 4.88 41628 2025.99 343.53 6 W/L 4.54 41627 2030.54 342.56 7 SOUNDING FIX 19.67 41626 2050.21 341.35 8 . 12.10 41625 2062.31 341.28 9 SOUNDING FIX 25.06 41624 2087.37 341.56 10 . 16.98 41623 2104.35 340.34 11 SOUNDING FIX 27.69 41622 2132.04 339.33 12 . 30.77 41621 2162.81 338.36 13 SOUNDING FIX 17.95 41620 2180.76 337.29 14 . 3.48 41619 2184.24 337.44 15 . 21.70 41618 2205.94 337.60 16 SOUNDING FIX 8.41 41617 2214.36 337.69 17 . 15.38 41616 2229.73 337.29 18 . 6.09 41615 2235.83 337.90 19 . 7.83 41614 2243.66 337.75 20 . 2.90 41613 2246.56 338.18 21 . 8.70 41612 2255.27 338.36 22 SOUNDING FIX 30.36 41611 2285.62 338.91 23 . 14.48 41610 2300.11 338.85 24 SOUNDING FIX 12.89 41609 2313.00 339.27 25 . 11.24 41608 2324.24 339.33 26 . 16.73 41607 2340.97 340.31 27 SOUNDING FIX 15.22 41606 2356.19 340.43 28 . 16.39 41605 2372.58 340.98 29 SOUNDING FIX 2.80 41604 2375.39 341.76 30 . 5.00 41603 2380.39 343.43 31 W/L 3.20 41602 2383.59 345.21 32 TOP 3.60 41601 2387.18 345.77 33 EDGE ROAD 8.53 41600 2395.71 346.03 34 EDGE ROAD JOIN 41633-41600 N 9d53'18" E 395.71 END X/S 26 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.48 0 DUMMY 2000.00 41724 2000.00 350.48 1 C L RAILROAD 4.57 41723 2004.57 350.25 2 TOP 3.04 41722 2007.61 348.96 3 TOE RAILROAD 24.56 41721 2032.16 348.55 4 TOP 11.68 41720 2043.84 343.55 5 W/L 9.19 41719 2053.03 342.38 6 SOUNDING FIX 5.63 41718 2058.67 342.28 7 . 9.91 41717 2068.58 339.75 8 . 15.55 41716 2084.12 338.90 9 . 3.69 41715 2087.81 336.95 10 . 3.89 41714 2091.70 336.95 11 SOUNDING FIX 5.95 41713 2097.65 336.58 12 . 32.11 41712 2129.76 337.19 13 SOUNDING FIX 27.48 41711 2157.24 337.35 14 . 16.44 41710 2173.69 337.25 15 SOUNDING FIX 25.77 41709 2199.46 336.95 16 . 7.95 41708 2207.40 337.77 17 . 9.39 41707 2216.80 338.17 18 SOUNDING FIX 7.41 41706 2224.21 339.33 19 . 15.83 41705 2240.03 340.15 20 . 7.01 41704 2247.04 341.86 21 SOUNDING FIX 3.44 41703 2250.48 342.19 22 . 11.10 41702 2261.58 343.56 23 W/L 8.67 41701 2270.25 345.12 24 . 19.27 41700 2289.52 345.84 25 FLAT TO ROAD JOIN 41724-41700 N 5d22'37" E 289.52 END X/S 27 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-06 JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.35 0 DUMMY 2000.00 36909 2000.00 348.35 1 REF '01 SURVEY 108.25 41747 2108.25 346.43 2 . 21.69 41746 2129.93 345.98 3 TOP 22.62 41745 2152.55 343.71 4 TOE 26.61 41744 2179.17 343.60 5 WL 16.43 41743 2195.60 341.96 6 SOUNDING FIX 10.22 41742 2205.81 341.51 7 . 18.19 41741 2224.00 338.15 8 . 9.47 41740 2233.47 337.91 9 SOUNDING FIX 15.83 41739 2249.29 336.42 10 . 16.51 41738 2265.81 336.39 11 . 4.59 41737 2270.39 335.99 12 SOUNDING FIX 25.50 41736 2295.90 332.58 13 . 7.42 41735 2303.31 333.86 14 SOUNDING FIX 30.72 41734 2334.03 340.87 15 SOUNDING FIX 1.84 41733 2335.87 343.61 16 W/L 4.95 41732 2340.82 350.77 17 TOP 23.24 41731 2364.06 351.25 18 EDGE ROAD 8.18 41730 2372.24 351.16 19 EDGE ROAD JOIN 36909-41730 N 13d1'9" W 372.24 END X/S 28 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-06 JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.06 0 DUMMY 2000.00 37200 2000.00 347.06 1 . 83.02 41774 2083.02 347.10 2 TOP 14.49 41773 2097.52 345.09 3 TOE 8.37 41772 2105.88 345.24 4 TOP 15.30 41771 2121.19 343.75 5 W/L 9.74 41770 2130.92 342.97 6 SOUNDING FIX 7.96 41769 2138.88 341.53 7 . 9.55 41768 2148.43 341.66 8 SOUNDING FIX 3.04 41767 2151.47 340.38 9 . 1.42 41766 2152.89 341.57 10 . 5.27 41765 2158.16 342.11 11 . 4.46 41764 2162.62 341.38 12 . 16.41 41763 2179.03 341.20 13 SOUNDING FIX 5.19 41762 2184.22 341.20 14 . 27.01 41761 2211.23 332.06 15 SOUNDING FIX 7.67 41760 2218.91 329.62 16 . 8.17 41759 2227.08 327.64 17 . 21.78 41758 2248.86 332.36 18 SOUNDING FIX 19.10 41757 2267.97 340.13 19 . 10.92 41756 2278.88 341.35 20 SOUNDING FIX 4.33 41755 2283.21 342.33 21 . 2.90 41754 2286.11 343.64 22 WL 11.87 41753 2297.98 346.94 23 . 12.50 41752 2310.48 347.66 24 TOE 3.09 41751 2313.57 349.44 25 TOP EDGE ROAD 7.84 41750 2321.40 349.63 26 EDGE ROAD JOIN 37200-41750 N 20d55'28" E 321.40 END X/S 29 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A 1973 SURVEY POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.24 0 DUMMY 2000.00 37454 2000.00 350.24 1 C/L NORTH TRACK 101.87 41805 2101.87 345.81 2 FLAT 300FT TO RR 33.76 41804 2135.63 345.67 3 . 14.95 41803 2150.58 346.67 4 . 29.07 41802 2179.65 345.95 5 . 13.70 41801 2193.36 345.38 6 TOP BANK 2.34 41800 2195.69 343.24 7 W/L 4.15 41799 2199.84 341.63 8 . 3.57 41798 2203.42 340.31 9 SOUNDING FIX 9.83 41797 2213.24 338.09 10 . 12.29 41796 2225.53 337.57 11 SOUNDING FIX 6.14 41795 2231.67 337.42 12 . 28.94 41794 2260.61 338.64 13 SOUNDING FIX 13.01 41793 2273.62 338.85 14 . 16.01 41792 2289.63 339.64 15 . 11.01 41791 2300.64 338.85 16 SOUNDING FIX 38.25 41790 2338.89 339.43 17 . 4.66 41789 2343.55 339.34 18 SOUNDING FIX 9.49 41788 2353.05 339.00 19 . 30.70 41787 2383.74 339.25 20 SOUNDING FIX 15.35 41786 2399.09 339.19 21 . 20.62 41785 2419.71 339.25 22 SOUNDING FIX 9.46 41784 2429.17 340.28 23 . 6.74 41783 2435.91 343.21 24 W/L 4.23 41782 2440.14 345.03 25 . 2.22 41781 2442.35 346.53 26 TOP 10.93 41780 2453.28 346.53 27 EDGE ROAD JOIN 37454-41780 N 23d2'32" E 453.28 END X/S 30 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.55 0 DUMMY 2000.00 41848 2000.00 349.55 1 C/L TRACKS 7.27 41847 2007.27 347.47 2 TOE 88.96 41846 2096.23 345.94 3 . 48.78 41845 2145.02 344.58 4 . 27.73 41844 2172.75 345.58 5 . 14.62 41843 2187.37 345.62 6 TOP 3.58 41842 2190.95 344.37 7 . 3.29 41841 2194.24 343.26 8 W/L 3.40 41840 2197.64 341.31 9 . 3.74 41839 2201.38 340.03 10 SOUNDING FIX 9.79 41838 2211.17 338.91 11 . 9.42 41837 2220.59 339.15 12 SOUNDING FIX 11.20 41836 2231.79 339.70 13 . 9.56 41835 2241.35 339.64 14 . 10.11 41834 2251.46 338.24 15 SOUNDING FIX 3.09 41833 2254.55 337.84 16 . 1.40 41832 2255.95 337.17 17 . 15.99 41831 2271.93 338.63 18 . 10.65 41830 2282.59 337.53 19 . 3.08 41829 2285.67 337.72 20 SOUNDING FIX 5.72 41828 2291.39 338.02 21 . 10.63 41827 2302.03 337.26 22 . 13.90 41826 2315.93 337.84 23 SOUNDING FIX 10.48 41825 2326.41 339.00 24 . 3.97 41824 2330.38 338.85 25 . 10.49 41823 2340.87 339.76 26 . 8.78 41822 2349.65 339.76 27 SOUNDING FIX 12.03 41821 2361.68 339.46 28 . 10.35 41820 2372.03 339.58 29 . 8.95 41819 2380.98 339.33 30 SOUNDING FIX 6.40 41818 2387.39 339.49 31 . 12.08 41817 2399.47 341.92 32 . 6.22 41816 2405.69 341.98 33 SOUNDING FIX 5.32 41815 2411.01 342.49 34 . 2.78 41814 2413.79 343.18 35 WL 5.77 41813 2419.57 347.48 36 TOP 33.46 X/S 30 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 41812 2453.03 348.24 37 TOE 4.15 41811 2457.18 350.16 38 TOP 9.31 41810 2466.48 350.25 39 EDGE ROAD JOIN 41848-41810 N 2d7'31" W 466.48 END X/S 31 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.36 0 DUMMY 2000.00 41885 2000.00 348.36 1 C/L RAILROAD 9.41 41884 2009.41 347.03 2 TOE 79.18 41883 2088.59 347.18 3 . 38.38 41882 2126.96 344.98 4 . 37.16 41881 2164.13 344.77 5 . 15.53 41880 2179.66 345.72 6 . 19.80 41879 2199.46 345.66 7 . 3.33 41878 2202.79 344.89 8 . 0.61 41877 2203.39 344.70 9 . 1.67 41876 2205.07 343.23 10 WL 2.32 41875 2207.38 342.81 11 . 2.88 41874 2210.27 341.24 12 SOUNDING FIX 15.97 41873 2226.24 339.32 13 SOUNDING FIX 4.50 41872 2230.74 339.01 14 . 2.50 41871 2233.23 339.47 15 . 20.48 41870 2253.72 339.56 16 SOUNDING FIX 9.01 41869 2262.73 340.78 17 . 18.86 41868 2281.59 338.10 18 . 3.66 41867 2285.25 338.34 19 SOUNDING FIX 15.65 41866 2300.90 337.49 20 . 12.57 41865 2313.47 338.13 21 . 5.39 41864 2318.86 337.94 22 SOUNDING FIX 5.54 41863 2324.40 337.76 23 . 21.08 41862 2345.48 338.83 24 SOUNDING FIX 16.87 41861 2362.35 339.56 25 . 18.25 41860 2380.60 339.25 26 SOUNDING FIX 6.82 41859 2387.42 339.01 27 . 33.85 41858 2421.27 342.00 28 SOUNDING FIX 4.29 41857 2425.55 342.27 29 . 4.01 41856 2429.56 343.22 30 W/L 3.31 41855 2432.88 344.28 31 TOE 4.20 41854 2437.08 347.49 32 TOP 25.60 41853 2462.67 349.12 33 . 6.54 41852 2469.21 350.36 34 TOP 10.66 41851 2479.88 350.40 35 FAR EDGE ROAD JOIN 41885-41851 N 2d30'53" W 479.88 END X/S 32 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 345.98 0 DUMMY 2000.00 38480 2000.00 345.98 1 REF '01 SURVEY 8.52 42130 2008.52 345.57 2 . 40.14 42129 2048.66 345.98 3 . 12.15 42128 2060.81 346.18 4 TOP 4.00 42127 2064.81 343.83 5 . 2.60 42126 2067.42 343.29 6 W/L 6.59 42125 2074.00 341.49 7 SOUNDING FIX 13.23 42124 2087.23 340.43 8 . 17.14 42123 2104.38 333.94 9 . 2.45 42122 2106.83 333.20 10 . 2.94 42121 2109.77 337.93 11 . 3.43 42120 2113.20 337.99 12 SOUNDING FIX 4.88 42119 2118.08 338.20 13 . 2.93 42118 2121.00 339.15 14 . 31.23 42117 2152.23 340.12 15 SOUNDING FIX 11.98 42116 2164.21 340.52 16 . 21.56 42115 2185.77 340.18 17 . 23.96 42114 2209.73 340.21 18 SOUNDING FIX 53.38 42113 2263.12 339.67 19 SOUNDING FIX 12.29 42112 2275.40 340.00 20 . 9.83 42111 2285.23 339.57 21 . 34.40 42110 2319.62 339.97 22 SOUNDING FIX 18.88 42109 2338.51 340.00 23 . 6.29 42108 2344.80 339.88 24 . 31.47 42107 2376.27 339.97 25 SOUNDING FIX 26.63 42106 2402.90 339.57 26 . 19.23 42105 2422.13 340.85 27 SOUNDING FIX 12.37 42104 2434.49 342.39 28 . 5.46 42103 2439.95 343.16 29 W/L 6.11 42102 2446.06 345.30 30 . 42.92 42101 2488.98 345.81 31 . 26.85 42100 2515.83 346.74 32 . JOIN 38480-42100 N 2d25'17" W 515.83 END X/S 33 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 73-F2A JUNE 1973 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 345.50 0 DUMMY 2000.00 38625 2000.00 345.50 1 REF '01 SURVEY 4.73 42178 2004.73 345.73 2 . 36.44 42177 2041.17 345.87 3 TOP 1.71 42176 2042.88 344.38 4 TOE 4.68 42175 2047.57 343.39 5 W/L 3.54 42174 2051.10 342.31 6 . 6.15 42173 2057.25 341.19 7 SOUNDING FIX 10.78 42172 2068.03 339.88 8 . 10.78 42171 2078.81 340.00 9 . 17.25 42170 2096.05 339.49 10 . 9.70 42169 2105.75 341.01 11 SOUNDING FIX 26.39 42168 2132.14 337.29 12 . 26.39 42167 2158.54 337.84 13 SOUNDING FIX 23.14 42166 2181.68 340.80 14 . 23.97 42165 2205.65 340.55 15 . 10.14 42164 2215.79 340.19 16 . 11.93 42163 2227.72 340.25 17 SOUNDING FIX 42.44 42162 2270.16 339.85 18 . 14.15 42161 2284.31 340.04 19 SOUNDING FIX 24.40 42160 2308.70 339.97 20 . 15.91 42159 2324.61 340.13 21 . 29.70 42158 2354.31 340.22 22 SOUNDING FIX 15.40 42157 2369.72 340.25 23 . 42.35 42156 2412.07 341.10 24 SOUNDING FIX 1.18 42155 2413.25 342.83 25 . 5.39 42154 2418.64 343.30 26 W/L 11.14 42153 2429.78 345.14 27 TOE 6.06 42152 2435.84 347.95 28 TOP 17.67 42151 2453.51 348.35 29 C/L ROAD 33.97 42150 2487.48 348.83 30 SLOW RISE BEYOND JOIN 38625-42150 N 10d19'2" W 487.48 END