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 0.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 344.33 0 DUMMY 2000.00 31100 2000.00 344.33 1 IN PARK 7.47 31101 2007.47 344.32 2 . 6.89 31102 2014.36 344.00 3 . 11.04 31103 2025.40 343.81 4 . 2.97 31104 2028.37 344.01 5 G/L BOLT LB 3.98 31105 2032.35 343.97 6 EDGE SIDEWALK 0.07 31106 2032.42 343.91 7 EDGE SIDEWALK 4.15 31107 2036.57 342.99 8 BEACH 5.93 31108 2042.50 342.11 9 . 13.14 31109 2055.64 340.53 10 . 6.66 31110 2062.30 339.76 11 . 7.57 31111 2069.88 339.04 12 . 3.63 31112 2073.50 338.42 13 . 0.17 31113 2073.67 338.25 14 WL LB 1215HRS 1.67 31114 2075.35 337.97 15 D0.26 1.11 31115 2076.46 337.46 16 D0.78 1.21 31116 2077.66 336.97 17 D1.28 0.96 31117 2078.62 336.55 18 SOUNDING FIX 2.07 31118 2080.69 336.25 19 SOUNDING FIX 4.68 31119 2085.37 335.80 20 SOUNDING FIX 3.03 31120 2088.40 335.70 21 BP 3.43 31121 2091.83 335.80 22 SOUNDING FIX 1.62 31122 2093.45 335.90 23 BP 1.91 31123 2095.36 335.95 24 BP 6.02 31124 2101.38 335.65 25 SOUNDING FIX 2.40 31125 2103.79 335.50 26 BP 1.80 31126 2105.59 335.80 27 BP 3.31 31127 2108.89 335.75 28 SOUNDING FIX 3.91 31128 2112.80 335.40 29 BP 2.90 31129 2115.71 335.35 30 SOUNDING FIX 3.05 31130 2118.75 335.30 31 BP 1.31 31131 2120.06 335.50 32 BP 1.87 31132 2121.93 335.40 33 SOUNDING FIX 2.78 31133 2124.70 335.25 34 BP 3.16 31134 2127.87 335.35 35 SOUNDING FIX 3.21 31135 2131.08 335.55 36 BP 1.73 X/S 0.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31136 2132.81 335.60 37 BP 1.79 31137 2134.59 335.55 38 SOUNDING FIX 1.20 31138 2135.79 335.65 39 BP 3.23 31139 2139.02 336.65 40 BP 0.58 31140 2139.60 337.10 41 SOUNDING FIX 5.62 31141 2145.22 337.20 42 SOUNDING FIX 4.87 31142 2150.09 337.15 43 SOUNDING FIX 2.30 31143 2152.39 337.24 44 D1.0 8.22 31144 2160.61 337.37 45 D0.88 5.89 31145 2166.49 337.57 46 D0.68 7.22 31146 2173.71 337.70 47 D0.56 3.09 31147 2176.80 337.86 48 D0.38 2.74 31148 2179.54 338.02 49 D0.22 1.76 31149 2181.30 337.99 50 D0.26 4.48 31150 2185.78 337.99 51 D0.26 2.98 31151 2188.76 338.04 52 D0.21 1.04 31152 2189.80 338.17 53 D0.07 5.47 31153 2195.27 338.12 54 D0.13 3.21 31154 2198.48 338.25 55 WL RB 1230HRS 1.79 31155 2200.27 338.26 56 . 0.70 31156 2200.96 338.37 57 . 8.73 31157 2209.69 338.50 58 . 4.35 31158 2214.04 338.28 59 . 5.61 31159 2219.65 338.12 60 . 8.62 31160 2228.27 338.17 61 . 6.26 31161 2234.54 338.22 62 . 6.69 31162 2241.22 338.29 63 . 7.67 31163 2248.89 338.24 64 . 4.52 31164 2253.41 338.13 65 . 4.13 31165 2257.55 338.27 66 . 3.78 31166 2261.33 338.41 67 . 7.76 31167 2269.09 338.87 68 . 5.32 31168 2274.42 339.58 69 . 3.23 31169 2277.65 340.00 70 . 1.81 31170 2279.46 340.04 71 . 4.04 31171 2283.50 340.81 72 . 2.29 31172 2285.79 341.00 73 G/L BOLT AT BEND 2.62 X/S 0.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31173 2288.41 341.30 74 . 6.10 31174 2294.51 341.45 75 . 8.56 31175 2303.06 341.71 76 . 13.99 31176 2317.06 342.31 77 . 8.16 31177 2325.22 342.58 78 . 10.82 31178 2336.04 342.92 79 TRASH LINE 5.41 31179 2341.45 343.17 80 G/L BOLT RB 4.28 31180 2345.73 343.33 81 . 3.62 31181 2349.35 343.79 82 . 5.76 31182 2355.11 344.52 83 . 3.71 31183 2358.82 345.06 84 TOP BANK 3.54 31184 2362.36 345.27 85 . X/S 1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 346.91 0 DUMMY 2000.00 31296 2000.00 346.91 1 PARKING LOT 6.11 31295 2006.11 346.77 2 . 0.09 31294 2006.21 346.90 3 . 0.84 31293 2007.05 346.77 4 . 3.03 31292 2010.08 345.94 5 . 0.82 31291 2010.90 345.68 6 . 9.92 31290 2020.82 345.18 7 . 10.85 31289 2031.67 344.90 8 . 14.58 31288 2046.25 344.61 9 . 5.55 31287 2051.80 344.60 10 PARKING LOT 6.30 31286 2058.10 344.19 11 PAVEMENT 3.42 31285 2061.52 344.07 12 PAVEMENT 1.30 31284 2062.82 344.11 13 EDGE PARK LOT 0.10 31283 2062.92 344.24 14 EDGE SIDEWALK 6.52 31282 2069.44 344.16 15 G/L BOLT LB 1.00 31281 2070.44 344.00 16 TOP RIPRAP 2.38 31280 2072.82 342.84 17 . 0.83 31279 2073.65 342.54 18 ON RIPRAP 3.10 31278 2076.75 341.64 19 . 5.14 31277 2081.89 340.04 20 . 3.96 31276 2085.85 338.80 21 ON RIPRAP 0.72 31275 2086.56 338.26 22 WL LB 1430HRS 1.41 31274 2087.98 337.38 23 D0.88 TOE RIP 1.13 31273 2089.11 337.90 24 D0.35 1.34 31272 2090.46 337.68 25 D0.58 1.95 31271 2092.41 337.45 26 D0.82 7.84 31270 2100.25 337.32 27 2.95 31269 2103.20 337.47 28 2.65 31268 2105.85 336.72 29 2.50 31267 2108.35 336.47 30 1.51 31266 2109.86 336.02 31 1.82 31265 2111.68 336.32 32 0.98 31264 2112.66 336.37 33 0.91 31263 2113.57 336.02 34 2.34 31262 2115.91 336.32 35 5.46 31261 2121.37 336.37 36 1.87 X/S 1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31260 2123.24 335.67 37 2.19 31259 2125.43 336.22 38 1.48 31258 2126.91 335.42 39 1.25 31257 2128.16 335.57 40 0.85 31256 2129.01 335.67 41 1.19 31255 2130.20 335.37 42 4.16 31254 2134.36 336.62 43 3.82 31253 2138.19 335.87 44 4.08 31252 2142.26 335.97 45 2.78 31251 2145.05 336.12 46 7.98 31250 2153.03 335.97 47 3.88 31249 2156.91 335.87 48 5.54 31248 2162.45 335.07 49 2.49 31247 2164.95 335.42 50 1.31 31246 2166.25 335.82 51 2.46 31245 2168.71 335.27 52 3.00 31244 2171.71 335.32 53 2.77 31243 2174.48 335.72 54 3.15 31242 2177.63 335.67 55 11.22 31241 2188.85 335.97 56 2.50 31240 2191.35 336.17 57 5.32 31239 2196.67 337.57 58 1.56 31238 2198.24 337.52 59 2.82 31237 2201.05 337.22 60 3.17 31236 2204.22 336.97 61 5.62 31235 2209.85 336.17 62 2.76 31234 2212.61 335.97 63 3.69 31233 2216.29 335.47 64 2.89 31232 2219.18 334.57 65 4.58 31231 2223.76 335.97 66 2.83 31230 2226.59 336.77 67 2.83 31229 2229.42 336.87 68 5.22 31228 2234.64 334.57 69 3.05 31227 2237.69 334.02 70 2.48 31226 2240.17 333.92 71 5.76 31225 2245.93 334.62 72 3.07 31224 2249.00 334.87 73 5.34 X/S 1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31223 2254.34 336.97 74 2.18 31222 2256.52 337.22 75 5.78 31221 2262.30 337.77 76 2.61 31220 2264.91 337.72 77 1.49 31219 2266.40 337.47 78 2.85 31218 2269.25 336.62 79 2.65 31217 2271.90 336.87 80 1.69 31216 2273.60 337.19 81 D1.08 1.77 31215 2275.37 337.56 82 D0.72 2.18 31214 2277.54 338.00 83 D0.28 1.95 31213 2279.49 338.27 84 WL RB 1415HRS 1.63 31212 2281.13 338.77 85 . 5.80 31211 2286.93 339.63 86 . 1.35 31210 2288.28 339.97 87 . 2.12 31209 2290.40 340.24 88 . 2.00 31208 2292.40 340.99 89 . 1.31 31207 2293.72 341.67 90 . 1.45 31206 2295.16 341.98 91 . 4.30 31205 2299.47 342.14 92 . 1.39 31204 2300.86 342.34 93 G/L BOLT RB 2.62 31203 2303.48 342.57 94 . 3.39 31202 2306.88 342.91 95 . 2.75 31201 2309.63 343.38 96 . 4.95 31200 2314.58 343.59 97 . 1.99 31199 2316.57 343.07 98 . 3.89 31198 2320.46 343.03 99 . 2.73 31197 2323.19 343.30 100 TOE 2.83 31196 2326.02 343.89 101 . 3.45 31195 2329.47 344.80 102 TOP BANK 3.36 31194 2332.83 344.85 103 . 4.39 31193 2337.22 344.70 104 . 5.33 31192 2342.55 344.28 105 . 5.98 31191 2348.53 344.06 106 . 6.93 31190 2355.45 344.23 107 . JOIN 31296-31190 N 16d48'27" W 355.45 END X/S 1.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.57 0 DUMMY 2000.00 31493 2000.00 347.57 1 . 9.52 31492 2009.52 347.57 2 TOP BALLAST 9.82 31491 2019.33 347.61 3 TOP BALLAST 6.72 31490 2026.06 347.68 4 G/L BOLT LB 4.90 31489 2030.95 347.49 5 TOE ABUTMENT 0.02 31488 2030.97 347.60 6 TOP END LB ABUT 0.40 31487 2031.37 347.60 7 TOP ABUTMENT 0.01 31486 2031.38 345.15 8 CHORD ELEV 0.01 31485 2031.39 344.76 9 TOE ABUT @ SEAT 0.89 31484 2032.29 344.76 10 TOP SEAT 0.02 31483 2032.31 343.56 11 G/L @ SEAT 6.39 31482 2038.69 344.24 12 . 9.05 31481 2047.74 344.32 13 . 1.79 31480 2049.54 344.57 14 G/L @ EDGE PIER 0.02 31479 2049.56 344.75 15 TOP EDGE PIER10 1.93 31478 2051.49 344.75 16 TOP EDGE PIER10 7.85 31477 2059.34 344.64 17 . 7.56 31476 2066.90 344.71 18 . 2.00 31475 2068.89 344.38 19 G/L @ EDGE PIER 0.02 31474 2068.91 344.76 20 TOP EDGE PIER 9 1.94 31473 2070.85 344.76 21 TOP EDGE PIER 9 0.02 31472 2070.87 344.30 22 G/L @ EDGE PIER 2.45 31471 2073.33 344.20 23 . 4.91 31470 2078.23 343.43 24 . 4.81 31469 2083.05 342.52 25 TOE BANK 0.81 31468 2083.85 342.53 26 EDGE PAVEMENT 4.96 31467 2088.81 342.74 27 G/L @ EDGE PIER 0.07 31466 2088.89 344.81 28 TOP EDGE PIER 8 1.94 31465 2090.83 344.81 29 TOP EDGE PIER 8 0.08 31464 2090.90 342.62 30 G/L @ EDGE PIER 2.64 31463 2093.54 342.10 31 . 3.54 31462 2097.09 341.27 32 . 2.96 31461 2100.05 340.12 33 . 3.14 31460 2103.19 339.57 34 ON RIP 3.63 31459 2106.81 338.88 35 ON RIPRAP 1.84 31458 2108.65 338.26 36 WL LB 1630HRS 1.53 X/S 1.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31457 2110.18 337.71 37 D0.54 1.38 31456 2111.56 337.55 38 D0.70 0.38 31455 2111.94 338.04 39 . 1.06 31454 2113.00 338.27 40 . 1.67 31453 2114.67 338.65 41 . 1.62 31452 2116.30 338.55 42 . 0.22 31451 2116.52 337.72 43 EDGE CRIB D.54 1.18 31450 2117.70 337.77 44 . 0.37 31449 2118.08 338.37 45 . 1.76 31448 2119.84 338.31 46 G/L @ EDGE PIER 0.26 31447 2120.10 344.79 47 TOP EDGE PIER 7 2.86 31446 2122.96 344.79 48 TOP EDGE PIER 7 0.26 31445 2123.22 338.27 49 W/L LB 0.01 31444 2123.23 337.94 50 G/L @ EDGE PIER 1.00 31443 2124.23 337.70 51 D0.57 0.97 31442 2125.20 336.98 52 D1.29 1.07 31441 2126.27 337.30 53 D0.96 0.41 31440 2126.67 337.45 54 D0.81 EDGE CRIB 2.43 31439 2129.11 337.83 55 D0.43 1.47 31438 2130.58 338.00 56 D0.25 2.24 31437 2132.81 336.53 57 D1.72 1.45 31436 2134.26 336.19 58 D2.08 1.27 31435 2135.53 335.87 59 D2.39 2.04 31434 2137.57 335.77 60 BP 0.63 31433 2138.20 335.82 61 SOUNDING FIX 3.11 31432 2141.31 336.12 62 BP 1.19 31431 2142.51 335.82 63 SOUNDING FIX 2.61 31430 2145.12 335.42 64 BP 1.14 31429 2146.26 335.34 65 D3.92 0.98 31428 2147.23 335.19 66 D3.07 2.09 31427 2149.33 335.20 67 D3.06 2.51 31426 2151.83 335.46 68 G/L @ BASE 0.02 31425 2151.85 335.84 69 TOP BASE 0.33 31424 2152.18 335.84 70 TOE EDGE PIER 0.36 31423 2152.54 344.83 71 TOP EDGE PIER 6 1.22 31422 2153.76 344.83 72 TOE SEAT PIER 6 0.02 31421 2153.78 345.12 73 TOP SEAT PIER 6 1.05 X/S 1.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31420 2154.83 345.12 74 TOP SEAT PIER 6 0.33 31419 2155.15 336.61 75 G/L @ EDGE PIER 1.04 31418 2156.19 335.89 76 D2.37 1.30 31417 2157.49 335.46 77 D2.8 2.20 31416 2159.69 335.11 78 D3.14 3.15 31415 2162.84 336.27 79 BP 1.85 31414 2164.69 336.37 80 BP 1.21 31413 2165.91 336.02 81 SOUNDING FIX 1.01 31412 2166.91 335.92 82 BP 8.23 31411 2175.14 335.82 83 SOUNDING FIX 1.94 31410 2177.08 335.62 84 BP 2.15 31409 2179.22 334.82 85 BP 1.34 31408 2180.56 335.11 86 G/L @ FOOTING 0.02 31407 2180.58 335.37 87 TOP FOOTING 0.74 31406 2181.33 335.37 88 TOE BASE 0.02 31405 2181.35 336.28 89 TOP BASE 0.65 31404 2181.99 336.28 90 TOE EDGE PIER 0.34 31403 2182.34 345.12 91 TOP EDGE PIER 5 7.16 31402 2189.50 345.12 92 TOP EDGE PIER 5 0.34 31401 2189.84 336.28 93 TOE EDGE PIER 0.65 31400 2190.49 336.28 94 TOP BASE 0.02 31399 2190.51 335.37 95 TOE BASE 0.74 31398 2191.25 335.37 96 TOP FOOTING 0.02 31397 2191.27 334.86 97 G/L @ FOOTING 1.97 31396 2193.24 334.82 98 BP 2.83 31395 2196.07 335.42 99 SOUNDING FIX 1.10 31394 2197.16 335.57 100 BP 4.75 31393 2201.91 335.72 101 SOUNDING FIX 4.48 31392 2206.39 335.82 102 SOUNDING FIX 3.76 31391 2210.14 335.87 103 SOUNDING FIX 1.81 31390 2211.95 335.86 104 D2.4 1.19 31389 2213.14 336.06 105 D2.2 1.30 31388 2214.43 336.51 106 D1.76 0.73 31387 2215.17 337.33 107 D0.92 0.42 31386 2215.59 338.01 108 D0.25 1.15 31385 2216.74 337.88 109 G/L @ EDGE PIER 0.27 31384 2217.01 345.12 110 TOP SEAT PIER 4 1.05 X/S 1.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31383 2218.05 345.12 111 TOP SEAT PIER 4 0.02 31382 2218.07 344.83 112 TOE SEAT PIER 4 1.22 31381 2219.29 344.83 113 TOP EDGE PIER 4 0.27 31380 2219.56 337.90 114 G/L @ EDGE PIER 1.53 31379 2221.09 337.80 115 D0.46 1.09 31378 2222.17 337.70 116 D0.57 1.05 31377 2223.22 337.29 117 D0.98 1.25 31376 2224.47 336.81 118 D1.47 4.16 31375 2228.63 336.12 119 SOUNDING FIX 3.70 31374 2232.33 335.92 120 SOUNDING FIX 1.54 31373 2233.87 335.87 121 BP 0.80 31372 2234.67 335.72 122 SOUNDING FIX 2.93 31371 2237.61 335.42 123 D2.88 1.92 31370 2239.52 335.12 124 D3.18 1.41 31369 2240.93 335.10 125 D3.18 1.54 31368 2242.47 335.24 126 D3.05 0.82 31367 2243.29 335.59 127 D2.68 0.20 31366 2243.49 337.56 128 D0.73 1.35 31365 2244.84 337.37 129 D0.90 1.03 31364 2245.87 338.58 130 . 0.43 31363 2246.30 339.30 131 EDGE CRIBBING 1.79 31362 2248.09 339.37 132 . 0.48 31361 2248.57 338.83 133 G/L @ EDGE PIER 0.23 31360 2248.80 344.76 134 TOP EDGE PIER 3 2.28 31359 2251.09 344.76 135 TOP EDGE PIER 3 0.21 31358 2251.29 339.35 136 G/L @ EDGE PIER 1.71 31357 2253.00 339.40 137 . 0.12 31356 2253.12 338.01 138 D0.25 TOE CRIB 1.01 31355 2254.13 337.85 139 D0.40 1.86 31354 2255.99 337.62 140 D0.65 0.65 31353 2256.64 336.82 141 D1.24 1.07 31352 2257.70 336.32 142 D1.95 0.52 31351 2258.22 335.11 143 D3.16 1.86 31350 2260.08 334.62 144 BP 1.43 31349 2261.51 334.52 145 SOUNDING FIX 0.73 31348 2262.23 334.42 146 BP 2.98 31347 2265.21 334.82 147 SOUNDING FIX 1.62 X/S 1.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31346 2266.83 334.87 148 BP 1.37 31345 2268.21 335.12 149 SOUNDING FIX 0.70 31344 2268.91 335.22 150 BP 1.74 31343 2270.66 335.27 151 SOUNDING FIX 1.26 31342 2271.92 335.28 152 D2.98 1.16 31341 2273.07 335.55 153 D2.72 1.50 31340 2274.57 336.36 154 D1.90 1.55 31339 2276.12 337.27 155 D1.0 1.37 31338 2277.49 337.17 156 D1.09 0.06 31337 2277.56 339.08 157 EDGE CRIBBING 1.43 31336 2278.99 339.26 158 . 1.09 31335 2280.07 339.11 159 G/L @ EDGE PIER 0.21 31334 2280.28 344.81 160 TOP EDGE PIER 2 1.67 31333 2281.95 344.81 161 TOP EDGE PIER 2 0.21 31332 2282.16 339.07 162 G/L @ EDGE PIER 4.44 31331 2286.60 338.78 163 . 0.71 31330 2287.31 338.45 164 . 0.67 31329 2287.98 338.26 165 WL 1.59 31328 2289.57 337.84 166 D0.43 0.77 31327 2290.34 338.06 167 D0.20 1.75 31326 2292.09 338.18 168 D0.11 2.24 31325 2294.33 338.18 169 D0.11 0.99 31324 2295.32 338.27 170 WL RB 1500HRS 0.69 31323 2296.02 338.50 171 . 1.32 31322 2297.34 338.50 172 . 1.70 31321 2299.04 338.61 173 G/L @ EDGE PIER 0.23 31320 2299.27 344.78 174 TOP EDGE PIER 1 1.68 31319 2300.95 344.78 175 TOP EDGE PIER 1 0.22 31318 2301.17 338.96 176 G/L @ EDGE PIER 2.81 31317 2303.98 339.41 177 . 1.47 31316 2305.46 339.65 178 . 1.79 31315 2307.25 340.20 179 . 3.00 31314 2310.25 341.00 180 . 1.90 31313 2312.14 341.70 181 . 0.94 31312 2313.09 341.90 182 . 1.54 31311 2314.63 342.50 183 . 1.27 31310 2315.89 342.84 184 . 0.72 X/S 1.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 13, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31309 2316.61 343.37 185 . 1.48 31308 2318.09 343.82 186 G/L @ SEAT 0.02 31307 2318.11 344.76 187 TOP SEAT 0.89 31306 2319.01 344.76 188 TOE ABUT @ SEAT 0.01 31305 2319.02 345.15 189 CHORD ELEV 0.01 31304 2319.03 347.60 190 TOP ABUTMENT 0.40 31303 2319.43 347.60 191 TOP END RB ABUT 5.34 31302 2324.77 347.68 192 G/L BOLT RB 6.21 31301 2330.98 347.58 193 TRACK LEVEL 11.27 31300 2342.25 347.59 194 RR SHOULDER JOIN 31493-31300 N 23d49'2" W 332.05 END X/S 1.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.50 0 DUMMY 2000.00 31693 2000.00 347.50 1 TRACK LEVEL 12.77 31692 2012.77 347.56 2 G/L BOLT LB 4.01 31691 2016.79 347.60 3 TOP END LB ABUT 0.40 31690 2017.19 347.60 4 TOP ABUTMENT 0.01 31689 2017.20 345.15 5 CHORD ELEV 0.01 31688 2017.21 344.76 6 TOE ABUT @ SEAT 0.89 31687 2018.10 344.76 7 TOP SEAT 0.02 31686 2018.12 344.19 8 G/L @ SEAT 1.44 31685 2019.56 344.09 9 . 2.83 31684 2022.39 343.91 10 . 3.41 31683 2025.80 343.93 11 . 4.22 31682 2030.02 343.87 12 . 3.03 31681 2033.05 343.94 13 . 1.67 31680 2034.72 344.05 14 G/L @ EDGE PIER 0.02 31679 2034.74 344.75 15 TOP EDGE PIER10 1.83 31678 2036.57 344.75 16 TOP EDGE PIER10 0.03 31677 2036.60 343.94 17 G/L @ EDGE PIER 3.22 31676 2039.82 343.95 18 . 4.19 31675 2044.01 344.02 19 . 4.29 31674 2048.30 343.92 20 . 3.41 31673 2051.71 343.51 21 . 1.76 31672 2053.47 343.39 22 G/L @ EDGE PIER 0.04 31671 2053.52 344.76 23 TOP EDGE PIER 9 1.80 31670 2055.32 344.76 24 TOP EDGE PIER 9 0.06 31669 2055.38 342.92 25 G/L @ EDGE PIER 4.72 31668 2060.10 342.10 26 . 1.01 31667 2061.11 342.08 27 EDGE PATH PAVMT 3.56 31666 2064.66 342.08 28 EDGE PATH PAVMT 0.83 31665 2065.49 342.02 29 . 2.14 31664 2067.64 341.70 30 . 3.92 31663 2071.56 341.33 31 G/L @ EDGE PIER 0.12 31662 2071.68 344.81 32 TOP EDGE PIER 8 1.98 31661 2073.66 344.81 33 TOP EDGE PIER 8 0.14 31660 2073.80 340.88 34 G/L @ EDGE PIER 4.12 31659 2077.92 340.34 35 . 4.39 31658 2082.30 339.67 36 . 3.48 X/S 1.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31657 2085.78 339.00 37 ON RIPRAP 4.91 31656 2090.69 338.30 38 . 2.78 31655 2093.47 338.36 39 . 4.29 31654 2097.76 338.65 40 . 1.29 31653 2099.05 338.41 41 EDGE CRIBB 2.38 31652 2101.43 338.37 42 . 0.71 31651 2102.14 338.25 43 W/L LB 1110HRS 0.25 31650 2102.38 337.77 44 G/L @ EDGE PIER 0.28 31649 2102.67 344.79 45 TOP EDGE PIER 7 1.97 31648 2104.64 344.79 46 TOP EDGE PIER 7 0.27 31647 2104.91 337.97 47 G/L @ EDGE PIER 1.72 31646 2106.63 337.74 48 D0.51 2.23 31645 2108.86 337.54 49 EDGE CRIB 0.7 2.31 31644 2111.17 337.69 50 D0.55 2.98 31643 2114.15 337.95 51 D0.33 1.12 31642 2115.26 336.78 52 D1.45 1.20 31641 2116.46 335.99 53 D2.24 2.72 31640 2119.18 336.15 54 D2.1 0.87 31639 2120.05 336.11 55 SOUNDING FIX 1.27 31638 2121.33 336.26 56 BP 2.07 31637 2123.40 336.26 57 SOUNDING FIX 2.65 31636 2126.05 336.26 58 SOUNDING FIX 1.18 31635 2127.23 336.26 59 D1.98 1.49 31634 2128.72 336.21 60 D2.05 1.23 31633 2129.95 336.26 61 EDGE CRIB 2.0 2.30 31632 2132.25 336.22 62 D2.02 1.22 31631 2133.47 336.49 63 G/L @ EDGE PIER 0.33 31630 2133.80 344.83 64 TOP EDGE PIER 6 1.22 31629 2135.02 344.83 65 TOP SEAT PIER 6 0.02 31628 2135.04 345.12 66 TOP SEAT PIER 6 1.05 31627 2136.08 345.12 67 TOP SEAT PIER 6 0.35 31626 2136.43 336.04 68 G/L @ EDGE PIER 0.88 31625 2137.32 335.99 69 D2.27 2.37 31624 2139.69 335.97 70 D2.3 1.91 31623 2141.59 335.97 71 D2.32 0.82 31622 2142.42 336.06 72 SOUNDING FIX 2.85 31621 2145.27 335.96 73 BP 1.36 X/S 1.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31620 2146.63 336.11 74 SOUNDING FIX 0.96 31619 2147.59 336.01 75 BP 2.79 31618 2150.38 336.16 76 SOUNDING FIX 3.27 31617 2153.65 336.21 77 BP 0.62 31616 2154.27 336.36 78 SOUNDING FIX 0.61 31615 2154.88 336.46 79 BP 2.88 31614 2157.76 336.01 80 SOUNDING FIX 0.99 31613 2158.75 335.25 81 D3.07 2.24 31612 2160.99 334.80 82 D3.43 0.83 31611 2161.81 335.33 83 G/L @ FOOTING 0.02 31610 2161.83 335.37 84 TOP FOOTING 0.74 31609 2162.57 335.37 85 TOE BASE 0.02 31608 2162.59 336.28 86 TOP BASE 0.65 31607 2163.24 336.28 87 TOE EDGE PIER 0.34 31606 2163.58 345.12 88 TOP EDGE PIER 5 7.16 31605 2170.74 345.12 89 TOP EDGE PIER 5 0.34 31604 2171.09 336.28 90 TOE EDGE PIER 0.65 31603 2171.73 336.28 91 TOP BASE 0.02 31602 2171.75 335.37 92 TOE BASE 0.74 31601 2172.50 335.37 93 TOP FOOTING 0.02 31600 2172.52 335.31 94 G/L @ FOOTING 0.35 31599 2172.87 334.26 95 SOUNDING FIX 2.88 31598 2175.74 335.51 96 SOUNDING FIX 2.79 31597 2178.53 335.96 97 BP 1.59 31596 2180.13 336.01 98 SOUNDING FIX 1.74 31595 2181.86 336.01 99 BP 1.32 31594 2183.18 335.81 100 BP 0.79 31593 2183.97 336.11 101 BP 0.53 31592 2184.49 336.01 102 SOUNDING FIX 3.01 31591 2187.50 335.66 103 BP 0.79 31590 2188.29 335.76 104 SOUNDING FIX 3.05 31589 2191.34 335.95 105 D2.30 1.18 31588 2192.52 336.18 106 D2.08 1.64 31587 2194.16 336.31 107 D1.94 1.16 31586 2195.33 337.05 108 D1.2 0.69 31585 2196.02 337.23 109 D1.04 1.02 31584 2197.04 337.53 110 D0.72 0.97 X/S 1.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31583 2198.01 338.17 111 G/L @ EDGE PIER 0.26 31582 2198.27 345.12 112 TOP SEAT PIER 4 1.05 31581 2199.31 345.12 113 TOP SEAT PIER 4 0.02 31580 2199.33 344.83 114 TOE SEAT PIER 4 1.22 31579 2200.55 344.83 115 TOP EDGE PIER 4 0.32 31578 2200.87 336.60 116 TOE EDGE PIER 0.37 31577 2201.24 336.60 117 TOP PIER BASE 0.02 31576 2201.26 336.49 118 G/L @ PIER BASE 1.28 31575 2202.54 336.64 119 D1.62 1.33 31574 2203.87 336.47 120 D1.38 0.82 31573 2204.69 336.15 121 D2.10 0.90 31572 2205.59 336.00 122 D2.24 1.82 31571 2207.41 335.94 123 D2.32 1.24 31570 2208.65 336.00 124 D2.23 1.62 31569 2210.27 336.01 125 SOUNDING FIX 1.30 31568 2211.57 336.06 126 BP 0.67 31567 2212.24 335.91 127 BP 1.21 31566 2213.45 335.96 128 SOUNDING FIX 1.06 31565 2214.51 335.91 129 BP 0.94 31564 2215.46 335.81 130 SOUNDING FIX 1.62 31563 2217.08 335.56 131 BP 0.83 31562 2217.91 335.61 132 SOUNDING FIX 1.55 31561 2219.45 335.27 133 D3.0 2.03 31560 2221.49 335.41 134 D2.85 1.37 31559 2222.86 336.22 135 D2.05 1.49 31558 2224.35 337.93 136 D0.31 1.30 31557 2225.65 338.89 137 . 1.30 31556 2226.95 339.63 138 EDGE CRIBB 2.47 31555 2229.42 339.58 139 G/L @ EDGE PIER 0.20 31554 2229.62 344.76 140 TOP EDGE PIER 3 2.28 31553 2231.90 344.76 141 TOP EDGE PIER 3 0.21 31552 2232.11 339.85 142 G/L @ EDGE PIER 1.95 31551 2234.06 339.47 143 . 0.34 31550 2234.40 337.63 144 EDGE CRIB 0.63 1.25 31549 2235.66 337.48 145 D0.77 2.00 31548 2237.66 337.03 146 D1.21 1.49 31547 2239.15 336.77 147 D1.50 0.83 X/S 1.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31546 2239.98 335.36 148 D2.90 0.96 31545 2240.95 335.66 149 SOUNDING FIX 0.71 31544 2241.65 335.71 150 BP 1.75 31543 2243.41 335.51 151 BP 1.00 31542 2244.41 335.56 152 SOUNDING FIX 1.50 31541 2245.91 335.81 153 BP 1.99 31540 2247.90 336.01 154 SOUNDING FIX 1.73 31539 2249.63 335.96 155 BP 0.62 31538 2250.25 335.95 156 D2.28 1.76 31537 2252.02 336.24 157 D2.03 1.37 31536 2253.39 336.60 158 D1.66 1.55 31535 2254.94 337.32 159 D0.93 1.40 31534 2256.34 338.26 160 WL RB 1010HRS 0.92 31533 2257.26 338.55 161 . 1.20 31532 2258.46 338.75 162 EDGE CRIBB 2.26 31531 2260.72 339.01 163 G/L @ EDGE PIER 0.21 31530 2260.93 344.81 164 TOP EDGE PIER 2 1.68 31529 2262.60 344.81 165 TOP EDGE PIER 2 0.21 31528 2262.82 339.06 166 G/L @ EDGE PIER 1.99 31527 2264.81 339.18 167 EDGE CRIBB 1.82 31526 2266.63 338.95 168 . 1.55 31525 2268.17 338.64 169 . 2.11 31524 2270.29 338.41 170 . 3.54 31523 2273.83 338.48 171 . 2.31 31522 2276.14 338.69 172 . 1.43 31521 2277.58 339.17 173 . 1.82 31520 2279.39 339.27 174 G/L @ EDGE PIER 0.21 31519 2279.60 344.78 175 TOP EDGE PIER 1 1.67 31518 2281.28 344.78 176 TOP EDGE PIER 1 0.21 31517 2281.49 339.23 177 G/L @ EDGE PIER 1.57 31516 2283.06 339.45 178 . 2.19 31515 2285.25 339.77 179 . 2.77 31514 2288.02 340.32 180 . 1.87 31513 2289.89 340.86 181 . 0.67 31512 2290.56 341.30 182 . 1.54 31511 2292.10 342.10 183 . 1.54 31510 2293.64 342.51 184 . 1.73 X/S 1.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 31509 2295.38 342.93 185 . 2.99 31508 2298.37 343.96 186 G/L @ SEAT 0.02 31507 2298.38 344.76 187 TOP SEAT 0.89 31506 2299.28 344.76 188 TOE ABUT @ SEAT 0.01 31505 2299.29 345.15 189 CHORD ELEV 0.01 31504 2299.30 347.60 190 TOP ABUTMENT 0.40 31503 2299.70 347.60 191 TOP END RB ABUT 5.74 31502 2305.44 347.60 192 G/L BOLT RB 7.17 31501 2312.61 347.59 193 . 14.64 31500 2327.25 347.61 194 C/L RR TRACK JOIN 31693-31500 N 22d37'14" W 321.85 END X/S 2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.50 0 DUMMY 2000.00 40243 2000.00 347.50 1 REF '73 SURVEY 12.44 32185 2012.44 344.98 2 FENCE LINE 6.17 32184 2018.61 344.73 3 EDGE BRIDGE 5.52 32183 2024.13 343.83 4 . 1.63 32182 2025.76 343.82 5 EDGE BRIDGE 4.39 32181 2030.15 343.93 6 . 3.01 32180 2033.16 343.61 7 FENCE LINE 0.87 32179 2034.03 343.50 8 G/L BOLT LB 2.36 32178 2036.38 343.11 9 . 2.69 32177 2039.07 342.40 10 EDGE PATH PAVMNT 3.10 32176 2042.17 342.20 11 EDGE PATH PAVMNT 2.61 32175 2044.78 341.85 12 . 3.82 32174 2048.60 341.42 13 SCOUR LINE 0.69 32173 2049.28 341.02 14 . 1.44 32172 2050.72 340.77 15 . 1.13 32171 2051.85 340.35 16 . 1.68 32170 2053.54 339.88 17 . 2.79 32169 2056.33 339.30 18 . 1.65 32168 2057.98 339.05 19 . 2.36 32167 2060.34 338.88 20 . 0.53 32166 2060.87 338.65 21 . 1.99 32165 2062.87 338.46 22 . 0.71 32164 2063.57 338.25 23 WL LB 1145HRS 3.35 32163 2066.92 338.07 24 D0.20 5.44 32162 2072.36 337.71 25 D0.54 4.34 32161 2076.71 337.52 26 D0.74 2.41 32160 2079.11 337.36 27 D0.9 3.67 32159 2082.79 337.07 28 D1.18 1.11 32158 2083.90 336.96 29 2.43 32157 2086.33 336.56 30 5.76 32156 2092.08 336.51 31 6.61 32155 2098.69 336.16 32 7.11 32154 2105.80 336.01 33 2.53 32153 2108.32 336.16 34 4.73 32152 2113.05 335.96 35 6.68 32151 2119.74 335.81 36 7.41 X/S 2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32150 2127.14 336.01 37 2.61 32149 2129.75 336.36 38 4.05 32148 2133.80 336.26 39 2.47 32147 2136.27 336.21 40 5.22 32146 2141.49 336.71 41 2.07 32145 2143.56 337.01 42 1.16 32144 2144.72 336.96 43 3.04 32143 2147.76 336.41 44 6.95 32142 2154.71 336.46 45 3.05 32141 2157.76 336.31 46 3.05 32140 2160.81 336.46 47 7.91 32139 2168.72 336.51 48 5.38 32138 2174.10 336.56 49 6.62 32137 2180.72 336.66 50 7.24 32136 2187.96 336.71 51 3.51 32135 2191.47 336.76 52 4.68 32134 2196.15 337.06 53 1.57 32133 2197.72 337.16 54 5.36 32132 2203.09 337.26 55 8.45 32131 2211.53 337.06 56 3.26 32130 2214.80 337.41 57 3.26 32129 2218.06 337.31 58 6.65 32128 2224.71 337.06 59 4.88 32127 2229.59 336.86 60 1.05 32126 2230.65 336.81 61 2.27 32125 2232.91 337.02 62 D1.25 1.81 32124 2234.72 337.15 63 D1.12 3.30 32123 2238.02 337.50 64 D0.76 3.09 32122 2241.11 337.70 65 D0.55 2.04 32121 2243.14 337.94 66 D0.32 2.56 32120 2245.70 338.26 67 WL RB 1135HRS 3.15 32119 2248.85 338.67 68 . 4.24 32118 2253.09 339.31 69 . 3.67 32117 2256.76 339.57 70 . 2.03 32116 2258.79 339.91 71 TOE BANK 2.18 32115 2260.98 340.65 72 . 1.30 32114 2262.27 342.02 73 TOP CUT BANK 3.65 X/S 2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32113 2265.92 342.53 74 . 2.79 32112 2268.71 342.68 75 . 2.20 32111 2270.91 342.64 76 . 2.40 32110 2273.31 342.67 77 . 2.17 32109 2275.48 343.03 78 . 2.10 32108 2277.58 343.60 79 . 1.13 32107 2278.71 344.62 80 SCOUR LINE 1.10 32106 2279.81 345.23 81 . 1.70 32105 2281.51 345.91 82 TOP 2.60 32104 2284.10 346.07 83 G/L BOLT RB 1.43 32103 2285.53 346.11 84 TOP MOUND 1.39 32102 2286.92 345.76 85 TOE MOUND 11.20 32101 2298.12 346.05 86 . 5.60 32100 2303.73 346.01 87 C/L ACCESS ROAD JOIN 40243-32100 N 11d39'39" W 303.73 END X/S 2.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.36 0 DUMMY 2000.00 32277 2000.00 352.36 1 . 8.06 32276 2008.06 346.74 2 . 6.25 32275 2014.31 346.96 3 TOP 6.83 32274 2021.15 346.43 4 . 4.40 32273 2025.54 345.65 5 TOE MOUND 3.35 32272 2028.89 345.19 6 . 3.92 32271 2032.81 345.17 7 EDGE PAVED PATH 2.77 32270 2035.59 345.11 8 G/L BOLT LB 1.21 32269 2036.80 344.66 9 . 1.28 32268 2038.08 344.44 10 . 2.75 32267 2040.83 343.86 11 . 1.18 32266 2042.01 343.38 12 . 2.70 32265 2044.71 342.15 13 . 1.66 32264 2046.37 341.16 14 . 2.34 32263 2048.71 340.36 15 . 2.81 32262 2051.51 339.72 16 . 4.40 32261 2055.91 338.89 17 . 3.11 32260 2059.03 338.76 18 . 3.75 32259 2062.78 338.42 19 . 0.52 32258 2063.30 338.26 20 WL LB 1230HRS 2.70 32257 2066.00 337.86 21 D0.40 2.72 32256 2068.72 337.65 22 D0.62 3.13 32255 2071.84 337.47 23 D0.79 4.13 32254 2075.97 337.24 24 D1.05 3.69 32253 2079.66 337.02 25 SOUNDING FIX 4.52 32252 2084.18 336.82 26 BP 4.52 32251 2088.70 336.72 27 SOUNDING FIX 6.54 32250 2095.25 336.67 28 BP 1.71 32249 2096.95 336.57 29 SOUNDING FIX 2.80 32248 2099.75 336.62 30 BP 4.94 32247 2104.69 336.12 31 BP 1.98 32246 2106.67 336.07 32 SOUNDING FIX 9.15 32245 2115.82 336.27 33 BP 1.73 32244 2117.55 336.22 34 SOUNDING FIX 2.35 32243 2119.90 336.07 35 BP 2.25 32242 2122.15 336.12 36 BP 2.24 X/S 2.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32241 2124.39 336.22 37 BP 4.80 32240 2129.19 336.27 38 SOUNDING FIX 4.21 32239 2133.39 336.07 39 BP 6.81 32238 2140.21 336.07 40 SOUNDING FIX 13.89 32237 2154.10 336.32 41 SOUNDING FIX 11.23 32236 2165.33 336.42 42 SOUNDING FIX 2.91 32235 2168.24 336.27 43 BP 5.21 32234 2173.45 336.32 44 BP 5.91 32233 2179.37 336.47 45 SOUNDING FIX 6.44 32232 2185.80 336.82 46 BP 2.18 32231 2187.98 336.87 47 BP 3.96 32230 2191.94 336.72 48 SOUNDING FIX 6.63 32229 2198.57 336.72 49 BP 5.16 32228 2203.73 337.14 50 D1.12 3.20 32227 2206.93 337.13 51 D1.12 5.01 32226 2211.94 337.38 52 D0.90 4.47 32225 2216.41 337.54 53 D0.74 5.07 32224 2221.48 337.77 54 D0.54 4.06 32223 2225.54 337.71 55 D0.53 0.89 32222 2226.43 337.49 56 D0.78 1.81 32221 2228.24 337.50 57 D0.77 1.38 32220 2229.62 337.67 58 D0.61 0.95 32219 2230.57 337.99 59 D0.28 1.79 32218 2232.36 338.27 60 WL RB 1220HRS 0.42 32217 2232.78 338.42 61 . 3.28 32216 2236.06 339.00 62 . 1.37 32215 2237.43 339.33 63 . 2.82 32214 2240.25 339.92 64 TOE 0.66 32213 2240.91 340.57 65 . 1.34 32212 2242.25 341.04 66 . 0.50 32211 2242.75 341.59 67 . 1.90 32210 2244.65 342.30 68 . 1.99 32209 2246.64 342.79 69 TOP 3.90 32208 2250.54 342.86 70 . 1.95 32207 2252.49 342.96 71 . 0.50 32206 2253.00 343.27 72 . 0.92 32205 2253.91 343.36 73 G/L BOLT RB 2.27 X/S 2.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32204 2256.18 343.07 74 . 4.67 32203 2260.84 343.01 75 . 2.44 32202 2263.29 343.45 76 . 0.76 32201 2264.05 343.49 77 TRASH LINE 4.83 32200 2268.88 343.64 78 . 5.14 32199 2274.02 344.00 79 C/L ACCESS ROAD 6.09 32198 2280.11 344.39 80 . 7.53 32197 2287.64 344.74 81 . 3.37 32196 2291.01 344.89 82 . 5.15 32195 2296.16 345.61 83 . 6.21 32194 2302.37 345.84 84 C/L ACCESS ROAD 2.24 32193 2304.61 345.98 85 . 10.05 32192 2314.66 345.95 86 . 3.60 32191 2318.25 346.16 87 . 1.82 32190 2320.07 346.16 88 C/L RR JOIN 32277-32190 N 0d16'46" E 320.07 END X/S 2.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 346.11 0 DUMMY 2000.00 32363 2000.00 346.11 1 C/L TRACK 3.98 32362 2003.98 346.05 2 . 6.47 32361 2010.45 345.55 3 TOP 1.39 32360 2011.84 345.00 4 TOE BANK 4.00 32359 2015.84 344.60 5 . 7.49 32358 2023.34 344.55 6 . 2.36 32357 2025.69 344.62 7 . 3.85 32356 2029.54 344.98 8 . 4.45 32355 2034.00 345.69 9 . 3.71 32354 2037.70 346.53 10 . 9.34 32353 2047.05 346.01 11 . 5.39 32352 2052.43 344.80 12 TOE 2.02 32351 2054.46 344.68 13 EDGE PAVEMENT 3.14 32350 2057.59 344.59 14 G/L BOLT LB 2.52 32349 2060.12 344.09 15 . 6.02 32348 2066.13 343.53 16 . 8.50 32347 2074.64 342.85 17 . 5.88 32346 2080.51 342.08 18 . 6.81 32345 2087.32 341.35 19 . 3.70 32344 2091.03 340.76 20 . 6.18 32343 2097.21 339.83 21 . 0.50 32342 2097.71 339.68 22 . 5.72 32341 2103.44 339.12 23 . 3.54 32340 2106.97 338.91 24 G/L NAIL STAKE 0.99 32339 2107.96 338.88 25 . 1.69 32338 2109.65 338.53 26 . 0.44 32337 2110.10 338.28 27 WL LB 1545HRS 3.04 32336 2113.14 337.98 28 D0.32 0.94 32335 2114.07 337.10 29 D1.18 1.60 32334 2115.67 336.46 30 D0.81 0.92 32333 2116.59 335.84 31 D2.45 1.51 32332 2118.11 335.50 32 D2.78 3.20 32331 2121.31 335.49 33 SOUNDING FIX 4.07 32330 2125.38 335.34 34 BP 4.07 32329 2129.45 335.49 35 SOUNDING FIX 6.63 32328 2136.08 335.79 36 BP 5.85 X/S 2.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32327 2141.92 333.69 37 SOUNDING FIX 4.68 32326 2146.61 332.54 38 BP 2.90 32325 2149.51 331.39 39 BP 2.79 32324 2152.29 331.34 40 SOUNDING FIX 4.93 32323 2157.22 331.49 41 BP 6.13 32322 2163.35 331.84 42 SOUNDING FIX 6.49 32321 2169.84 332.04 43 BP 5.54 32320 2175.38 332.59 44 SOUNDING FIX 3.86 32319 2179.24 332.94 45 BP 7.02 32318 2186.26 333.24 46 SOUNDING FIX 10.77 32317 2197.03 333.49 47 SOUNDING FIX 8.59 32316 2205.61 333.99 48 BP 3.09 32315 2208.70 334.04 49 SOUNDING FIX 8.65 32314 2217.35 334.09 50 SOUNDING FIX 1.16 32313 2218.51 334.04 51 BP 5.35 32312 2223.86 335.19 52 BP 1.60 32311 2225.46 335.34 53 SOUNDING FIX 3.99 32310 2229.45 335.75 54 D2.55 1.39 32309 2230.84 336.32 55 D1.97 1.34 32308 2232.18 337.18 56 D1.09 1.50 32307 2233.67 338.10 57 D0.18 1.03 32306 2234.70 338.29 58 WL RB 1535HRS 0.38 32305 2235.08 338.34 59 . 0.48 32304 2235.56 338.91 60 . 1.86 32303 2237.42 339.40 61 . 1.84 32302 2239.26 339.77 62 TOE RIPRAP 1.51 32301 2240.77 340.73 63 . 2.02 32300 2242.79 342.24 64 . 2.00 32299 2244.79 343.64 65 . 2.16 32298 2246.94 345.02 66 . 2.05 32297 2249.00 346.20 67 TOP 2.21 32296 2251.21 346.20 68 TOP MOUND 5.24 32295 2256.45 345.60 69 . 1.06 32294 2257.51 345.55 70 . 7.08 32293 2264.59 345.75 71 C/L ROAD 1.37 32292 2265.96 345.81 72 . 1.07 32291 2267.04 345.99 73 . 3.64 X/S 2.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 14, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32290 2270.68 346.23 74 . 3.67 32289 2274.35 346.23 75 C/L RR SPUR 2.14 32288 2276.49 346.34 76 . 3.38 32287 2279.87 346.84 77 . 2.27 32286 2282.14 347.35 78 . 3.00 32285 2285.14 347.84 79 . 5.53 32284 2290.67 348.05 80 C/L ROAD 4.62 32283 2295.29 348.15 81 . 1.78 32282 2297.07 348.16 82 G/L BOLT RB 0.57 32281 2297.64 348.37 83 . 0.85 32280 2298.49 348.45 84 FENCE LINE JOIN 32363-32280 N 6d29'13" W 298.49 END X/S 3.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 353.30 0 DUMMY 2000.00 32671 2000.00 353.30 1 C/L RR TRACK 6.20 32670 2006.20 353.32 2 . 15.07 32669 2021.28 352.89 3 EDGE ROAD 6.53 32668 2027.81 352.85 4 C/L ROAD 8.38 32667 2036.19 352.70 5 . 5.63 32666 2041.82 352.72 6 TOP CURB 0.07 32665 2041.89 352.90 7 TOP CURB 8.40 32664 2050.29 352.88 8 G/L BOLT LB 1.94 32663 2052.23 352.94 9 TOP ABUT 0.15 32662 2052.38 352.94 10 TOP ABUT 0.02 32661 2052.40 352.35 11 TOE ABUT 0.38 32660 2052.78 352.35 12 TOP SEAT CHORD 0.02 32659 2052.80 351.93 13 G/L @ SEAT 2.20 32658 2055.00 350.75 14 . 3.09 32657 2058.09 349.31 15 G/L @ BENT 0.02 32656 2058.11 352.44 16 TOP BENT 1 0.36 32655 2058.47 352.44 17 TOP BENT 1 0.02 32654 2058.49 349.31 18 G/L @ BENT 1.68 32653 2060.17 348.53 19 . 3.81 32652 2063.98 347.53 20 G/L @ BENT 0.02 32651 2064.00 352.55 21 TOP BENT 2 0.36 32650 2064.36 352.55 22 TOP BENT 2 0.02 32649 2064.38 347.53 23 G/L @ BENT 2.25 32648 2066.63 347.07 24 . 3.09 32647 2069.72 346.96 25 G/L @ BENT 0.02 32646 2069.74 352.66 26 TOP BENT 3 0.36 32645 2070.10 352.66 27 TOP BENT 3 0.02 32644 2070.12 346.96 28 G/L @ BENT 3.07 32643 2073.19 346.83 29 . 2.34 32642 2075.53 346.81 30 G/L @ BENT 0.02 32641 2075.55 352.76 31 TOP BENT 4 0.36 32640 2075.91 352.76 32 TOP BENT 4 0.02 32639 2075.93 346.81 33 G/L @ BENT 0.42 32638 2076.34 346.52 34 . 2.75 32637 2079.09 346.65 35 . 2.46 32636 2081.55 346.21 36 G/L @ BENT 0.02 X/S 3.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32635 2081.57 352.86 37 TOP BENT 5 0.36 32634 2081.93 352.86 38 TOP BENT 5 0.02 32633 2081.95 346.21 39 G/L @ BENT 5.27 32632 2087.22 346.11 40 G/L @ BENT 0.02 32631 2087.24 352.97 41 TOP BENT 6 0.36 32630 2087.60 352.97 42 TOP BENT 6 0.02 32629 2087.62 346.11 43 G/L @ BENT 5.44 32628 2093.06 346.09 44 G/L @ BENT 0.02 32627 2093.08 353.08 45 TOP BENT 7 0.36 32626 2093.44 353.08 46 TOP BENT 7 0.02 32625 2093.46 346.09 47 G/L @ BENT 5.41 32624 2098.87 346.06 48 G/L @ BENT 0.02 32623 2098.89 353.18 49 TOP BENT 8 0.36 32622 2099.25 353.18 50 TOP BENT 8 0.02 32621 2099.27 346.06 51 G/L @ BENT 4.41 32620 2103.68 346.09 52 C/L RR TRACK 3.20 32619 2106.88 346.12 53 G/L @ BENT 0.02 32618 2106.90 353.33 54 TOP BENT 9 0.36 32617 2107.26 353.33 55 TOP BENT 9 0.02 32616 2107.28 346.12 56 G/L @ BENT 3.23 32615 2110.51 345.96 57 . 2.03 32614 2112.54 345.60 58 G/L @ BENT 0.02 32613 2112.56 353.43 59 TOP BENT 10 0.36 32612 2112.92 353.43 60 TOP BENT 10 0.02 32611 2112.94 345.60 61 G/L @ BENT 2.09 32610 2115.03 345.29 62 . 3.38 32609 2118.41 345.10 63 G/L @ BENT 0.02 32608 2118.43 353.54 64 TOP BENT 11 0.36 32607 2118.79 353.54 65 TOP BENT 11 0.02 32606 2118.81 345.10 66 G/L @ BENT 1.41 32605 2120.22 344.87 67 . 3.97 32604 2124.19 344.88 68 G/L @ BENT 0.02 32603 2124.21 353.65 69 TOP BENT 12 0.36 32602 2124.57 353.65 70 TOP BENT 12 0.02 32601 2124.59 344.88 71 G/L @ BENT 5.33 32600 2129.92 344.93 72 G/L @ BENT 0.02 32599 2129.94 353.75 73 TOP BENT 13 0.36 X/S 3.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32598 2130.30 353.75 74 TOP BENT 13 0.02 32597 2130.32 344.93 75 G/L @ BENT 1.53 32596 2131.85 344.98 76 EDGE PATH PAVMT 2.94 32595 2134.79 344.96 77 EDGE PATH PAVMT 0.98 32594 2135.77 344.91 78 G/L @ BENT 0.02 32593 2135.79 353.86 79 TOP BENT 14 0.36 32592 2136.15 353.86 80 TOP BENT 14 0.02 32591 2136.17 344.91 81 G/L @ BENT 1.66 32590 2137.83 344.90 82 . 3.66 32589 2141.49 345.07 83 G/L @ BENT 0.02 32588 2141.51 353.96 84 TOP BENT 15 0.36 32587 2141.87 353.96 85 TOP BENT 15 0.02 32586 2141.89 345.07 86 G/L @ BENT 5.44 32585 2147.33 345.07 87 G/L @ BENT 0.02 32584 2147.35 354.07 88 TOP BENT 16 0.36 32583 2147.71 354.07 89 TOP BENT 16 0.02 32582 2147.73 345.07 90 G/L @ BENT 1.48 32581 2149.21 344.99 91 . 3.92 32580 2153.13 344.81 92 G/L @ BENT 0.02 32579 2153.15 354.18 93 TOP BENT 17 0.36 32578 2153.51 354.18 94 TOP BENT 17 0.02 32577 2153.53 344.81 95 G/L @ BENT 3.23 32576 2156.76 344.68 96 . 2.22 32575 2158.98 344.56 97 G/L @ BENT 0.02 32574 2159.00 354.28 98 TOP BENT 18 0.36 32573 2159.36 354.28 99 TOP BENT 18 0.02 32572 2159.38 344.56 100 G/L @ BENT 1.64 32571 2161.02 344.39 101 . 5.54 32570 2166.56 344.41 102 G/L @ BENT 0.02 32569 2166.58 354.42 103 TOP BENT 19 0.36 32568 2166.94 354.42 104 TOP BENT 19 0.02 32567 2166.96 344.41 105 G/L @ BENT 5.21 32566 2172.17 344.48 106 . 1.92 32565 2174.09 344.36 107 G/L @ BENT 0.02 32564 2174.11 354.56 108 TOP BENT 20 0.36 32563 2174.47 354.56 109 TOP BENT 20 0.02 32562 2174.49 344.36 110 G/L @ BENT 4.98 X/S 3.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32561 2179.47 344.33 111 . 2.27 32560 2181.74 344.10 112 G/L @ BENT 0.02 32559 2181.76 354.70 113 TOP BENT 21 0.36 32558 2182.12 354.70 114 TOP BENT 21 0.02 32557 2182.14 344.10 115 G/L @ BENT 2.67 32556 2184.82 344.13 116 TOP 1.86 32555 2186.67 343.34 117 . 2.79 32554 2189.46 342.50 118 G/L @ BENT 0.02 32553 2189.48 354.84 119 TOP BENT 22 0.36 32552 2189.84 354.84 120 TOP BENT 22 0.02 32551 2189.86 342.50 121 G/L @ BENT 1.92 32550 2191.78 342.05 122 . 1.81 32549 2193.59 341.83 123 . 3.57 32548 2197.17 341.50 124 G/L @ BENT 0.02 32547 2197.19 354.98 125 TOP BENT 23 0.36 32546 2197.55 354.98 126 TOP BENT 23 0.02 32545 2197.57 341.50 127 G/L @ BENT 3.52 32544 2201.09 340.99 128 . 3.79 32543 2204.88 340.42 129 G/L @ BENT 0.02 32542 2204.90 355.17 130 TOP BENT 24 0.36 32541 2205.26 355.17 131 TOP BENT 24 0.02 32540 2205.28 340.42 132 G/L @ BENT 2.37 32539 2207.65 340.13 133 . 2.10 32538 2209.75 339.75 134 . 2.77 32537 2212.52 339.44 135 G/L @ BENT 0.02 32536 2212.54 355.30 136 TOP BENT 25 0.36 32535 2212.90 355.30 137 TOP BENT 25 0.02 32534 2212.92 339.44 138 G/L @ BENT 1.71 32533 2214.63 339.23 139 . 1.19 32532 2215.83 339.01 140 . 4.22 32531 2220.04 338.68 141 G/L @ BENT 0.02 32530 2220.06 355.36 142 TOP BENT 26 0.36 32529 2220.42 355.36 143 TOP BENT 26 0.02 32528 2220.44 338.68 144 G/L @ BENT 1.15 32527 2221.59 338.60 145 . 3.10 32526 2224.69 338.45 146 . 0.52 32525 2225.21 338.28 147 WL LB 1705HRS 2.21 X/S 3.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32524 2227.42 338.05 148 G/L @ BENT 0.02 32523 2227.44 355.41 149 TOP BENT 27 0.36 32522 2227.80 355.41 150 TOP BENT 27 0.02 32521 2227.82 338.05 151 G/L @ BENT 0.83 32520 2228.65 337.95 152 D0.33 1.09 32519 2229.75 337.48 153 D0.81 3.74 32518 2233.48 337.39 154 G/L @ EDGE PIER 0.57 32517 2234.05 347.78 155 TOP EDGE PIER 1 1.52 32516 2235.57 347.78 156 TOP EDGE PIER 1 0.59 32515 2236.16 337.01 157 G/L @ EDGE PIER 1.93 32514 2238.09 336.88 158 BP 1.89 32513 2239.98 336.98 159 BP 0.70 32512 2240.68 336.88 160 SOUNDING FIX 1.52 32511 2242.19 336.68 161 BP 5.51 32510 2247.71 336.38 162 SOUNDING FIX 1.87 32509 2249.57 336.03 163 BP 2.72 32508 2252.29 335.93 164 BP 2.12 32507 2254.42 336.08 165 BP 2.80 32506 2257.22 335.68 166 SOUNDING FIX 6.69 32505 2263.90 334.87 167 G/L @ EDGE PIER 0.74 32504 2264.64 347.48 168 TOP EDGE PIER 2 2.14 32503 2266.78 347.48 169 TOP EDGE PIER 2 0.76 32502 2267.54 334.49 170 G/L @ EDGE PIER 2.88 32501 2270.42 334.83 171 BP 0.95 32500 2271.37 334.68 172 BP 4.06 32499 2275.43 333.53 173 SOUNDING FIX 1.48 32498 2276.91 333.33 174 BP 3.12 32497 2280.03 333.43 175 BP 3.56 32496 2283.60 333.98 176 SOUNDING FIX 1.83 32495 2285.43 334.68 177 BP 0.70 32494 2286.13 334.58 178 BP 1.33 32493 2287.46 335.08 179 BP 2.28 32492 2289.74 333.93 180 SOUNDING FIX 1.84 32491 2291.58 333.68 181 BP 2.05 32490 2293.63 332.78 182 BP 1.21 32489 2294.84 332.68 183 SOUNDING FIX 1.04 32488 2295.88 332.73 184 BP 2.71 X/S 3.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32487 2298.59 331.98 185 BP 1.84 32486 2300.43 331.88 186 SOUNDING FIX 1.89 32485 2302.32 332.03 187 BP 1.79 32484 2304.11 331.78 188 G/L @ EDGE PIER 0.92 32483 2305.03 347.48 189 TOP EDGE PIER 3 2.14 32482 2307.17 347.48 190 TOP EDGE PIER 3 1.03 32481 2308.20 329.78 191 G/L @ EDGE PIER 1.92 32480 2310.12 329.68 192 BP 2.73 32479 2312.85 330.08 193 BP 2.42 32478 2315.27 330.23 194 BP 1.33 32477 2316.60 330.08 195 SOUNDING FIX 3.20 32476 2319.80 329.73 196 BP 1.57 32475 2321.37 329.83 197 BP 1.57 32474 2322.94 330.18 198 SOUNDING FIX 6.10 32473 2329.04 332.63 199 SOUNDING FIX 2.24 32472 2331.28 333.50 200 D4.80 1.36 32471 2332.63 334.31 201 D3.99 0.91 32470 2333.54 335.08 202 D3.22 0.97 32469 2334.51 335.65 203 . 1.12 32468 2335.63 336.68 204 G/L @ EDGE PIER 0.09 32467 2335.72 338.29 205 W/L RB 0.52 32466 2336.23 347.78 206 TOP EDGE PIER 4 1.52 32465 2337.76 347.78 207 TOP EDGE PIER 4 0.48 32464 2338.24 338.94 208 G/L @ EDGE PIER 1.03 32463 2339.27 339.39 209 . 1.59 32462 2340.85 340.05 210 . 1.91 32461 2342.76 340.68 211 . 0.60 32460 2343.36 341.36 212 G/L @ BENT 0.02 32459 2343.38 355.42 213 TOP BENT 28 0.36 32458 2343.74 355.42 214 TOP BENT 28 0.02 32457 2343.76 341.36 215 G/L @ BENT 1.61 32456 2345.37 341.99 216 . 2.70 32455 2348.07 342.69 217 . 0.23 32454 2348.30 343.01 218 . 0.86 32453 2349.15 343.16 219 G/L @ BENT 0.02 32452 2349.17 355.33 220 TOP BENT 29 0.36 32451 2349.53 355.33 221 TOP BENT 29 0.02 X/S 3.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32450 2349.55 343.16 222 G/L @ BENT 0.79 32449 2350.34 343.42 223 . 2.02 32448 2352.37 343.99 224 . 2.50 32447 2354.87 344.12 225 G/L @ BENT 0.02 32446 2354.89 355.21 226 TOP BENT 30 0.36 32445 2355.25 355.21 227 TOP BENT 30 0.02 32444 2355.27 344.12 228 G/L @ BENT 1.75 32443 2357.02 344.49 229 . 3.71 32442 2360.72 344.59 230 G/L @ BENT 0.02 32441 2360.74 354.97 231 TOP BENT 31 0.36 32440 2361.10 354.97 232 TOP BENT 31 0.02 32439 2361.12 344.59 233 G/L @ BENT 0.41 32438 2361.53 344.61 234 . 1.54 32437 2363.07 345.08 235 . 1.63 32436 2364.70 345.82 236 . 1.86 32435 2366.56 346.68 237 G/L @ BENT 0.02 32434 2366.58 354.75 238 TOP BENT 32 0.36 32433 2366.94 354.75 239 TOP BENT 32 0.02 32432 2366.96 346.68 240 G/L @ BENT 1.34 32431 2368.30 347.12 241 . 4.16 32430 2372.46 347.06 242 G/L @ BENT 0.02 32429 2372.48 354.56 243 TOP BENT 33 0.36 32428 2372.84 354.56 244 TOP BENT 33 0.02 32427 2372.86 347.06 245 G/L @ BENT 1.61 32426 2374.47 346.81 246 . 2.18 32425 2376.64 346.76 247 . 1.65 32424 2378.29 346.85 248 G/L @ BENT 0.02 32423 2378.31 354.32 249 TOP BENT 34 0.36 32422 2378.67 354.32 250 TOP BENT 34 0.02 32421 2378.69 346.85 251 G/L @ BENT 2.20 32420 2380.88 346.37 252 . 1.16 32419 2382.04 346.23 253 . 2.08 32418 2384.12 346.54 254 G/L @ BENT 0.02 32417 2384.14 354.08 255 TOP BENT 35 0.36 32416 2384.50 354.08 256 TOP BENT 35 0.02 32415 2384.52 346.54 257 G/L @ BENT 2.80 32414 2387.32 346.38 258 C/L RR SPUR 1.72 X/S 3.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32413 2389.04 346.45 259 . 1.84 32412 2390.88 347.00 260 G/L @ BENT 0.02 32411 2390.90 353.80 261 TOP BENT 36 0.36 32410 2391.25 353.80 262 TOP BENT 36 0.02 32409 2391.27 347.00 263 G/L @ BENT 1.57 32408 2392.84 347.80 264 . 1.97 32407 2394.81 348.11 265 . 1.78 32406 2396.59 348.48 266 G/L @ BENT 0.02 32405 2396.61 353.56 267 TOP BENT 37 0.36 32404 2396.96 353.56 268 TOP BENT 37 0.02 32403 2396.98 348.48 269 G/L @ BENT 1.61 32402 2398.60 348.41 270 . 2.65 32401 2401.24 348.52 271 . 1.24 32400 2402.48 348.92 272 G/L @ BENT 0.02 32399 2402.50 353.32 273 TOP BENT 38 0.35 32398 2402.86 353.32 274 TOP BENT 38 0.02 32397 2402.88 348.92 275 G/L @ BENT 2.57 32396 2405.45 349.06 276 . 2.82 32395 2408.27 349.24 277 G/L @ BENT 0.02 32394 2408.29 353.08 278 TOP BENT 39 0.35 32393 2408.65 353.08 279 TOP BENT 39 0.02 32392 2408.66 349.24 280 G/L @ BENT 1.62 32391 2410.28 349.26 281 . 1.64 32390 2411.93 349.28 282 . 1.78 32389 2413.70 349.57 283 . 0.28 32388 2413.98 349.79 284 G/L @ BENT 0.02 32387 2414.01 352.84 285 TOP BENT 40 0.36 32386 2414.36 352.84 286 TOP BENT 40 0.02 32385 2414.38 349.79 287 G/L @ BENT 2.57 32384 2416.95 351.12 288 . 2.35 32383 2419.30 352.03 289 . 0.77 32382 2420.07 352.30 290 G/L SEAT 0.02 32381 2420.09 352.60 291 TOP SEAT CHORD 0.37 32380 2420.46 352.60 292 TOE ABUT 0.02 32379 2420.48 353.19 293 TOP ABUT 0.15 32378 2420.63 353.19 294 TOP END ABUT 3.09 32377 2423.72 353.14 295 . 7.72 X/S 3.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32376 2431.44 352.83 296 . 15.35 32375 2446.79 352.19 297 . 15.49 32374 2462.28 351.64 298 . 18.71 32373 2480.99 351.24 299 . 20.50 32372 2501.50 350.97 300 . 18.41 32371 2519.91 350.71 301 C/L ATHABASCA 10.28 32370 2530.19 350.54 302 RD SHOULDER JOIN 32671-32370 N 0d54'33" W 530.19 END X/S 3.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.68 0 DUMMY 2000.00 32680 2000.00 352.68 1 C/L ROAD 6.27 32681 2006.27 352.57 2 . 9.09 32682 2015.36 352.65 3 TOE CURB 0.14 32683 2015.50 352.82 4 TOP CURB 5.78 32684 2021.28 352.98 5 G/L BOLT LB 3.75 32685 2025.03 352.94 6 TOP ABUT 0.15 32686 2025.18 352.94 7 TOP ABUT 0.02 32687 2025.20 352.35 8 TOE ABUT 0.38 32688 2025.58 352.35 9 TOP SEAT CHORD 0.02 32689 2025.60 351.95 10 G/L @ SEAT 2.23 32690 2027.83 350.65 11 . 1.78 32691 2029.61 349.86 12 . 1.28 32692 2030.89 349.23 13 G/L @ BENT 0.02 32693 2030.91 352.44 14 TOP BENT 1 0.36 32694 2031.27 352.44 15 TOP BENT 1 0.02 32695 2031.29 349.23 16 G/L @ BENT 5.41 32696 2036.70 347.53 17 G/L @ BENT 0.02 32697 2036.72 352.55 18 TOP BENT 2 0.36 32698 2037.08 352.55 19 TOP BENT 2 0.02 32699 2037.10 347.53 20 G/L @ BENT 1.84 32700 2038.94 347.01 21 TOE 3.45 32701 2042.39 347.03 22 G/L @ BENT 0.02 32702 2042.41 352.66 23 TOP BENT 3 0.36 32703 2042.77 352.66 24 TOP BENT 3 0.02 32704 2042.79 347.03 25 G/L @ BENT 2.61 32705 2045.40 346.93 26 . 2.79 32706 2048.19 346.89 27 G/L @ BENT 0.02 32707 2048.21 352.76 28 TOP BENT 4 0.36 32708 2048.57 352.76 29 TOP BENT 4 0.02 32709 2048.59 346.89 30 G/L @ BENT 1.82 32710 2050.40 346.50 31 . 3.62 32711 2054.02 346.27 32 G/L @ BENT 0.02 32712 2054.04 352.86 33 TOP BENT 5 0.36 32713 2054.40 352.86 34 TOP BENT 5 0.02 32714 2054.42 346.27 35 G/L @ BENT 5.49 32715 2059.92 346.03 36 G/L @ BENT 0.02 X/S 3.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32716 2059.94 352.97 37 TOP BENT 6 0.36 32717 2060.30 352.97 38 TOP BENT 6 0.02 32718 2060.32 346.03 39 G/L @ BENT 5.40 32719 2065.72 346.03 40 G/L @ BENT 0.02 32720 2065.74 353.08 41 TOP BENT 7 0.36 32721 2066.10 353.08 42 TOP BENT 7 0.02 32722 2066.12 346.03 43 G/L @ BENT 4.24 32723 2070.35 346.08 44 . 1.15 32724 2071.51 346.19 45 G/L @ BENT 0.02 32725 2071.53 353.18 46 TOP BENT 8 0.36 32726 2071.89 353.18 47 TOP BENT 8 0.02 32727 2071.91 346.19 48 G/L @ BENT 3.20 32728 2075.11 346.14 49 C/L RR TRACK 3.23 32729 2078.34 346.21 50 . 1.07 32730 2079.41 346.24 51 G/L @ BENT 0.02 32731 2079.43 353.33 52 TOP BENT 9 0.36 32732 2079.79 353.33 53 TOP BENT 9 0.02 32733 2079.81 346.24 54 G/L @ BENT 5.45 32734 2085.25 345.78 55 G/L @ BENT 0.02 32735 2085.27 353.43 56 TOP BENT 10 0.36 32736 2085.63 353.43 57 TOP BENT 10 0.02 32737 2085.65 345.78 58 G/L @ BENT 1.04 32738 2086.69 345.53 59 . 4.27 32739 2090.96 345.23 60 G/L @ BENT 0.02 32740 2090.98 353.54 61 TOP BENT 11 0.36 32741 2091.34 353.54 62 TOP BENT 11 0.02 32742 2091.36 345.23 63 G/L @ BENT 5.48 32743 2096.84 345.05 64 G/L @ BENT 0.02 32744 2096.86 353.65 65 TOP BENT 12 0.36 32745 2097.22 353.65 66 TOP BENT 12 0.02 32746 2097.24 345.05 67 G/L @ BENT 3.03 32747 2100.27 344.92 68 . 2.38 32748 2102.65 345.05 69 G/L @ BENT 0.02 32749 2102.67 353.75 70 TOP BENT 13 0.36 32750 2103.03 353.75 71 TOP BENT 13 0.02 32751 2103.05 345.05 72 G/L @ BENT 0.52 32752 2103.57 345.06 73 EDGE PATH PAVMNT 3.98 X/S 3.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32753 2107.56 345.02 74 EDGE PATH PAVMNT 0.88 32754 2108.43 345.02 75 G/L @ BENT 0.02 32755 2108.45 353.86 76 TOP BENT 14 0.36 32756 2108.81 353.86 77 TOP BENT 14 0.02 32757 2108.83 345.02 78 G/L @ BENT 5.37 32758 2114.20 345.05 79 G/L @ BENT 0.02 32759 2114.22 353.96 80 TOP BENT 15 0.36 32760 2114.58 353.96 81 TOP BENT 15 0.02 32761 2114.60 345.05 82 G/L @ BENT 1.47 32762 2116.08 344.96 83 . 3.90 32763 2119.98 345.02 84 G/L @ BENT 0.02 32764 2120.00 354.07 85 TOP BENT 16 0.36 32765 2120.36 354.07 86 TOP BENT 16 0.02 32766 2120.38 345.02 87 G/L @ BENT 5.43 32767 2125.81 344.99 88 G/L @ BENT 0.02 32768 2125.83 354.18 89 TOP BENT 17 0.36 32769 2126.19 354.18 90 TOP BENT 17 0.02 32770 2126.21 344.99 91 G/L @ BENT 1.05 32771 2127.26 344.82 92 . 4.35 32772 2131.61 344.68 93 G/L @ BENT 0.02 32773 2131.63 354.28 94 TOP BENT 18 0.36 32774 2131.99 354.28 95 TOP BENT 18 0.02 32775 2132.01 344.68 96 G/L @ BENT 7.19 32776 2139.19 344.60 97 G/L @ BENT 0.02 32777 2139.21 354.42 98 TOP BENT 19 0.36 32778 2139.57 354.42 99 TOP BENT 19 0.02 32779 2139.59 344.60 100 G/L @ BENT 7.18 32780 2146.77 344.53 101 G/L @ BENT 0.02 32781 2146.79 354.56 102 TOP BENT 20 0.36 32782 2147.15 354.56 103 TOP BENT 20 0.02 32783 2147.17 344.53 104 G/L @ BENT 7.25 32784 2154.42 344.56 105 G/L @ BENT 0.02 32785 2154.44 354.70 106 TOP BENT 21 0.36 32786 2154.80 354.70 107 TOP BENT 21 0.02 32787 2154.82 344.56 108 G/L @ BENT 3.93 32788 2158.75 344.23 109 TOP BANK 2.22 32789 2160.96 343.62 110 . 1.21 X/S 3.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32790 2162.17 343.42 111 G/L @ BENT 0.02 32791 2162.19 354.84 112 TOP BENT 22 0.36 32792 2162.55 354.84 113 TOP BENT 22 0.02 32793 2162.57 343.42 114 G/L @ BENT 2.40 32794 2164.97 343.04 115 . 4.76 32795 2169.73 342.25 116 G/L @ BENT 0.02 32796 2169.75 354.98 117 TOP BENT 23 0.36 32797 2170.11 354.98 118 TOP BENT 23 0.02 32798 2170.13 342.25 119 G/L @ BENT 1.76 32799 2171.89 341.90 120 . 5.49 32800 2177.37 341.24 121 G/L @ BENT 0.02 32801 2177.39 355.17 122 TOP BENT 24 0.36 32802 2177.75 355.17 123 TOP BENT 24 0.02 32803 2177.77 341.24 124 G/L @ BENT 5.79 32804 2183.56 340.70 125 . 1.50 32805 2185.06 340.41 126 G/L @ BENT 0.02 32806 2185.08 355.30 127 TOP BENT 25 0.36 32807 2185.44 355.30 128 TOP BENT 25 0.02 32808 2185.46 340.41 129 G/L @ BENT 0.28 32809 2185.74 340.25 130 . 3.58 32810 2189.32 339.70 131 . 3.35 32811 2192.67 339.42 132 G/L @ BENT 0.02 32812 2192.69 355.36 133 TOP BENT 26 0.36 32813 2193.05 355.36 134 TOP BENT 26 0.02 32814 2193.07 339.42 135 G/L @ BENT 4.43 32815 2197.50 339.06 136 . 2.85 32816 2200.35 338.77 137 G/L @ BENT 0.02 32817 2200.37 355.41 138 TOP BENT 27 0.36 32818 2200.73 355.41 139 TOP BENT 27 0.02 32819 2200.75 338.77 140 G/L @ BENT 1.82 32820 2202.57 338.60 141 . 1.94 32821 2204.51 338.45 142 . 1.83 32822 2206.34 338.43 143 G/L @ EDGE PIER 0.51 32823 2206.85 347.78 144 TOP EDGE PIER 1 1.52 32824 2208.37 347.78 145 TOP EDGE PIER 1 0.52 32825 2208.89 338.29 146 W/L LB 0.01 32826 2208.90 338.16 147 G/L @ EDGE PIER 1.34 X/S 3.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32827 2210.24 338.04 148 D0.27 3.80 32828 2214.04 337.73 149 D.58 2.29 32829 2216.33 337.46 150 D0.85 2.07 32830 2218.40 337.05 151 D1.26 1.74 32831 2220.14 336.64 152 SOUNDING FIX 3.24 32832 2223.38 336.24 153 SOUNDING FIX 1.50 32833 2224.89 335.94 154 BP 1.82 32834 2226.70 335.99 155 BP 1.97 32835 2228.68 335.69 156 SOUNDING FIX 0.74 32836 2229.41 335.34 157 BP 2.87 32837 2232.29 335.07 158 D3.23 2.69 32838 2234.97 335.19 159 D3.09 1.75 32839 2236.72 335.21 160 G/L @ EDGE PIER 0.72 32840 2237.44 347.48 161 TOP EDGE PIER 2 2.14 32841 2239.58 347.48 162 TOP EDGE PIER 2 0.72 32842 2240.30 335.12 163 G/L @ EDGE PIER 1.37 32843 2241.67 334.70 164 D3.61 1.77 32844 2243.44 334.32 165 D4.0 2.43 32845 2245.87 333.78 166 D4.51 2.55 32846 2248.42 333.24 167 BP 1.74 32847 2250.16 333.14 168 BP 1.55 32848 2251.71 333.64 169 BP 1.80 32849 2253.51 333.74 170 SOUNDING FIX 2.72 32850 2256.23 332.69 171 BP 2.14 32851 2258.37 332.44 172 SOUNDING FIX 6.46 32852 2264.83 331.89 173 SOUNDING FIX 6.58 32853 2271.40 331.24 174 SOUNDING FIX 1.78 32854 2273.19 331.14 175 BP 3.71 32855 2276.90 331.59 176 G/L @ EDGE PIER 0.93 32856 2277.83 347.48 177 TOP EDGE PIER 3 2.14 32857 2279.97 347.48 178 TOP EDGE PIER 3 0.93 32858 2280.89 331.59 179 G/L @ EDGE PIER 4.75 32859 2285.64 331.49 180 SOUNDING FIX 1.39 32860 2287.04 331.34 181 BP 1.52 32861 2288.56 330.99 182 BP 3.93 32862 2292.48 330.69 183 SOUNDING FIX 1.16 32863 2293.65 330.79 184 BP 1.80 X/S 3.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32864 2295.45 330.74 185 BP 1.38 32865 2296.82 331.04 186 BP 2.80 32866 2299.63 331.99 187 SOUNDING FIX 1.34 32867 2300.97 332.74 188 BP 2.08 32868 2303.05 333.92 189 D4.38 2.45 32869 2305.50 335.65 190 D2.65 1.38 32870 2306.87 336.74 191 D1.55 1.14 32871 2308.01 337.81 192 D0.49 0.50 32872 2308.52 338.29 193 W/L RB EDGE PIER 0.52 32873 2309.03 347.78 194 TOP EDGE PIER 4 1.52 32874 2310.56 347.78 195 TOP EDGE PIER 4 0.46 32875 2311.02 339.36 196 G/L @ EDGE PIER 2.32 32876 2313.34 340.44 197 . 2.71 32877 2316.04 341.48 198 G/L @ BENT 0.02 32878 2316.06 355.42 199 TOP BENT 28 0.36 32879 2316.42 355.42 200 TOP BENT 28 0.02 32880 2316.44 341.48 201 G/L @ BENT 1.90 32881 2318.35 341.75 202 . 0.94 32882 2319.29 342.30 203 . 2.42 32883 2321.71 342.92 204 G/L @ BENT 0.02 32884 2321.73 355.33 205 TOP BENT 29 0.36 32885 2322.09 355.33 206 TOP BENT 29 0.02 32886 2322.11 342.92 207 G/L @ BENT 2.48 32887 2324.59 343.23 208 . 2.88 32888 2327.47 343.25 209 G/L @ BENT 0.02 32889 2327.49 355.21 210 TOP BENT 30 0.36 32890 2327.85 355.21 211 TOP BENT 30 0.02 32891 2327.87 343.25 212 G/L @ BENT 4.15 32892 2332.01 343.37 213 . 1.35 32893 2333.36 343.89 214 G/L @ BENT 0.02 32894 2333.38 354.97 215 TOP BENT 31 0.36 32895 2333.74 354.97 216 TOP BENT 31 0.02 32896 2333.76 343.89 217 G/L @ BENT 2.62 32897 2336.38 344.54 218 . 2.81 32898 2339.19 345.80 219 G/L @ BENT 0.02 32899 2339.21 354.75 220 TOP BENT 32 0.36 32900 2339.57 354.75 221 TOP BENT 32 0.02 X/S 3.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32901 2339.59 345.80 222 G/L @ BENT 2.86 32902 2342.45 346.34 223 . 2.36 32903 2344.81 346.86 224 G/L @ BENT 0.02 32904 2344.83 354.56 225 TOP BENT 33 0.36 32905 2345.19 354.56 226 TOP BENT 33 0.02 32906 2345.21 346.86 227 G/L @ BENT 1.60 32907 2346.81 346.54 228 G/L BOLT RB 3.81 32908 2350.62 346.72 229 G/L @ BENT 0.02 32909 2350.64 354.32 230 TOP BENT 34 0.36 32910 2351.00 354.32 231 TOP BENT 34 0.02 32911 2351.02 346.72 232 G/L @ BENT 5.30 32912 2356.32 346.55 233 G/L @ BENT 0.02 32913 2356.34 354.08 234 TOP BENT 35 0.36 32914 2356.70 354.08 235 TOP BENT 35 0.02 32915 2356.72 346.55 236 G/L @ BENT 3.54 32916 2360.25 346.36 237 C/L RR SPUR 1.98 32917 2362.24 346.56 238 . 0.76 32918 2363.00 346.88 239 G/L @ BENT 0.02 32919 2363.02 353.80 240 TOP BENT 36 0.36 32920 2363.38 353.80 241 TOP BENT 36 0.02 32921 2363.40 346.88 242 G/L @ BENT 5.26 32922 2368.65 348.08 243 G/L @ BENT 0.02 32923 2368.67 353.56 244 TOP BENT 37 0.36 32924 2369.03 353.56 245 TOP BENT 37 0.02 32925 2369.05 348.08 246 G/L @ BENT 4.13 32926 2373.18 348.31 247 . 1.02 32927 2374.20 348.65 248 G/L @ BENT 0.02 32928 2374.22 353.32 249 TOP BENT 38 0.36 32929 2374.58 353.32 250 TOP BENT 38 0.02 32930 2374.60 348.65 251 G/L @ BENT 5.25 32931 2379.85 349.20 252 G/L @ BENT 0.02 32932 2379.87 353.08 253 TOP BENT 39 0.36 32933 2380.23 353.08 254 TOP BENT 39 0.02 32934 2380.25 349.20 255 G/L @ BENT 4.55 32935 2384.80 349.44 256 . 0.74 32936 2385.54 349.70 257 G/L @ BENT 0.02 32937 2385.56 352.84 258 TOP BENT 40 0.36 X/S 3.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 32938 2385.91 352.84 259 TOP BENT 40 0.02 32939 2385.93 349.70 260 G/L @ BENT 2.26 32940 2388.19 351.22 261 . 1.37 32941 2389.57 352.12 262 . 1.64 32942 2391.21 352.49 263 G/L SEAT 0.02 32943 2391.23 352.60 264 TOP SEAT CHORD 0.37 32944 2391.60 352.60 265 TOE ABUT 0.02 32945 2391.62 353.19 266 TOP ABUT 0.14 32946 2391.76 353.19 267 TOP ABUT 4.20 32947 2395.97 353.05 268 TOP EDGE ROAD 12.12 32948 2408.09 352.47 269 TOP SHOULDER 19.68 32949 2427.77 351.87 270 TOP SHOULDER 22.86 32950 2450.63 351.39 271 TOP SHOULDER 21.12 32951 2471.75 350.96 272 TOP SHOULDER JOIN 32680-32951 N 0d53'40" W 471.75 END X/S 4.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.16 0 DUMMY 2000.00 33100 2000.00 348.16 1 C/L RR TRACK 3.40 33101 2003.40 348.09 2 TOP BALLAST 2.42 33102 2005.82 347.72 3 TOE BALLAST 7.27 33103 2013.08 347.45 4 . 17.99 33104 2031.08 346.81 5 . 10.60 33105 2041.68 346.58 6 . 2.24 33106 2043.92 346.83 7 TOP 1.67 33107 2045.60 346.88 8 TOP 1.38 33108 2046.98 346.55 9 . 2.64 33109 2049.61 346.41 10 EDGE PARKING LOT 12.39 33110 2062.01 345.94 11 . 10.69 33111 2072.69 345.65 12 EDGE PARKING LOT 5.04 33112 2077.73 345.66 13 TOE 5.42 33113 2083.15 346.23 14 . 4.13 33114 2087.28 346.51 15 TOP 4.91 33115 2092.19 346.44 16 TOP 6.33 33116 2098.52 345.66 17 . 4.99 33117 2103.51 345.01 18 TOE 15.03 33118 2118.54 344.45 19 . 5.10 33119 2123.64 344.46 20 G/L BOLT LB 7.00 33120 2130.64 344.00 21 . 6.52 33121 2137.16 343.40 22 . 2.80 33122 2139.96 343.04 23 . 6.11 33123 2146.07 342.80 24 . 14.43 33124 2160.50 342.06 25 . 5.27 33125 2165.77 341.89 26 . 11.99 33126 2177.75 341.65 27 . 10.87 33127 2188.62 341.44 28 . 3.49 33128 2192.11 341.18 29 . 10.96 33129 2203.07 340.46 30 . 7.20 33130 2210.27 339.99 31 . 10.27 33131 2220.53 339.60 32 . 9.35 33132 2229.88 339.10 33 . 7.99 33133 2237.87 338.60 34 . 4.42 33134 2242.30 338.30 35 WL LB 1330HRS 1.94 33135 2244.24 338.14 36 D0.16 2.68 X/S 4.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33136 2246.92 338.09 37 D0.22 1.45 33137 2248.37 338.21 38 D0.10 1.82 33138 2250.19 338.00 39 D0.32 2.45 33139 2252.64 337.86 40 D0.45 1.28 33140 2253.92 337.27 41 D1.02 1.63 33141 2255.55 337.18 42 D1.13 1.13 33142 2256.68 337.04 43 D1.28 2.82 33143 2259.51 336.86 44 SOUNDING FIX 3.69 33144 2263.20 336.71 45 SOUNDING FIX 2.32 33145 2265.52 336.56 46 BP 3.21 33146 2268.72 336.11 47 SOUNDING FIX 3.53 33147 2272.25 335.76 48 BP 1.94 33148 2274.20 335.61 49 SOUNDING FIX 6.06 33149 2280.26 335.08 50 SOUNDING FIX 6.02 33150 2286.27 334.21 51 SOUNDING FIX 6.40 33151 2292.67 333.16 52 SOUNDING FIX 6.76 33152 2299.43 332.05 53 SOUNDING FIX 3.15 33153 2302.58 331.51 54 BP 5.15 33154 2307.73 331.06 55 SOUNDING FIX 7.43 33155 2315.15 330.41 56 SOUNDING FIX 1.25 33156 2316.41 330.26 57 BP 5.61 33157 2322.02 331.41 58 SOUNDING FIX 5.09 33158 2327.11 332.31 59 BP 5.33 33159 2332.44 333.06 60 SOUNDING FIX 2.48 33160 2334.91 333.81 61 BP 3.40 33161 2338.32 335.21 62 SOUNDING FIX 1.39 33162 2339.70 335.54 63 D2.77 1.99 33163 2341.69 336.66 64 D1.63 1.66 33164 2343.35 337.46 65 D0.83 1.73 33165 2345.08 338.12 66 D0.20 1.32 33166 2346.40 338.32 67 WL RB 1345HRS 0.62 33167 2347.02 338.95 68 TOP 0.75 33168 2347.77 339.02 69 G/L NAIL STAKE 2.40 33169 2350.18 340.06 70 ON SLOPE 3.04 33170 2353.21 341.29 71 ON SLOPE 2.77 33171 2355.99 342.46 72 ON SLOPE 1.41 33172 2357.39 342.94 73 . 4.15 X/S 4.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33173 2361.54 345.50 74 . 0.34 33174 2361.88 346.31 75 TOP BANK 1.53 33175 2363.41 346.57 76 . 5.79 33176 2369.20 346.95 77 TOE BENCH 1.56 33177 2370.75 347.77 78 . 0.97 33178 2371.73 348.66 79 TOP BANK 0.47 33179 2372.20 348.69 80 G/L BOLT RB 0.33 33180 2372.53 348.66 81 FENCE LINE 0.41 33181 2372.94 348.60 82 . JOIN 33100-33181 N 8d31'42" W 372.94 END X/S 4.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.53 0 DUMMY 2000.00 33190 2000.00 347.53 1 EDGE PAVEMENT 18.75 33191 2018.75 346.82 2 . 8.28 33192 2027.03 346.59 3 C/L ROAD AT BEND 6.87 33193 2033.90 346.32 4 TOE CURB 2.03 33194 2035.93 346.42 5 . 4.48 33195 2040.41 346.23 6 DYKE MEETS DRVY 0.05 33196 2040.46 346.17 7 DYKE LEVEL 13.60 33197 2054.06 345.89 8 C/L DYKE 9.85 33198 2063.91 345.92 9 BEND DIKE 2.43 33199 2066.34 345.87 10 TOP DIKE 2.49 33200 2068.84 345.34 11 . 1.86 33201 2070.70 345.07 12 G/L BOLT TOEDIKE 1.96 33202 2072.66 344.93 13 TOP 2.31 33203 2074.97 344.15 14 . 2.64 33204 2077.61 342.95 15 . 2.65 33205 2080.27 342.04 16 TOE RIPRAP 3.80 33206 2084.06 341.40 17 . 5.31 33207 2089.38 341.04 18 . 9.81 33208 2099.19 340.41 19 . 6.43 33209 2105.61 340.02 20 . 1.03 33210 2106.64 339.85 21 . 7.68 33211 2114.33 339.73 22 . 6.04 33212 2120.36 339.68 23 . 4.03 33213 2124.39 339.74 24 . 3.84 33214 2128.23 339.28 25 . 2.97 33215 2131.20 338.81 26 . 3.40 33216 2134.60 338.71 27 . 1.85 33217 2136.46 338.87 28 . 5.21 33218 2141.66 338.89 29 . 2.14 33219 2143.81 339.05 30 . 4.00 33220 2147.81 338.86 31 . 4.62 33221 2152.42 338.74 32 . 3.84 33222 2156.27 338.67 33 . 3.24 33223 2159.51 338.32 34 WL LB 1600HRS 1.23 33224 2160.73 338.14 35 D0.16 1.35 33225 2162.08 337.79 36 D0.52 1.71 X/S 4.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33226 2163.79 337.30 37 D1.01 1.44 33227 2165.23 336.83 38 D1.47 2.44 33228 2167.67 335.65 39 SOUNDING FIX 3.84 33229 2171.51 335.55 40 BP 7.45 33230 2178.96 334.85 41 SOUNDING FIX 10.43 33231 2189.39 333.75 42 BP 4.55 33232 2193.94 333.60 43 SOUNDING FIX 4.41 33233 2198.35 333.55 44 BP 4.41 33234 2202.77 333.65 45 SOUNDING FIX 12.01 33235 2214.78 334.30 46 SOUNDING FIX 5.35 33236 2220.13 334.65 47 BP 4.46 33237 2224.59 334.75 48 SOUNDING FIX 9.07 33238 2233.65 335.05 49 SOUNDING FIX 8.19 33239 2241.84 335.10 50 SOUNDING FIX 4.33 33240 2246.17 336.05 51 BP 2.23 33241 2248.40 336.30 52 BP 1.08 33242 2249.49 336.60 53 BP 2.97 33243 2252.45 336.83 54 D1.45 1.25 33244 2253.70 337.08 55 D1.21 0.89 33245 2254.60 337.33 56 D0.97 2.08 33246 2256.68 338.01 57 D0.28 0.99 33247 2257.67 338.29 58 WL RB 1617HRS 1.89 33248 2259.56 338.81 59 . 4.87 33249 2264.43 339.69 60 . 1.33 33250 2265.76 340.15 61 . 2.89 33251 2268.65 340.86 62 TOE CUT BANK 0.31 33252 2268.96 341.53 63 TOP CUT BANK 1.72 33253 2270.68 341.90 64 . 2.35 33254 2273.04 342.38 65 . 0.87 33255 2273.91 342.65 66 . 0.35 33256 2274.26 342.93 67 . 0.68 33257 2274.93 343.08 68 TOE RIPRAP 2.26 33258 2277.19 344.24 69 ON RIPRAP 2.25 33259 2279.44 345.98 70 ON RIPRAP 2.03 33260 2281.46 347.29 71 TOP DIKE 1.80 33261 2283.26 347.38 72 G/L BOLT RB 3.49 33262 2286.75 347.39 73 C/L DIKE 3.89 X/S 4.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 16, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33263 2290.65 347.38 74 TOP DIKE 1.16 33264 2291.80 346.33 75 . 1.84 33265 2293.65 345.33 76 TOE DIKE 2.39 33266 2296.04 345.38 77 C/L ROAD 2.70 33267 2298.74 345.48 78 EDGE ROAD 1.59 33268 2300.33 345.31 79 EDGE TRAILER JOIN 33190-33268 N 26d38'41" E 300.33 END X/S 5.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 344.92 0 DUMMY 2000.00 33427 2000.00 344.92 1 YARD LEVEL 20.94 33426 2020.94 344.93 2 G/L EDGE HOUSE 8.39 33425 2029.33 344.72 3 EDGE PAVEMENT 8.57 33424 2037.90 344.45 4 TOP LAWN 5.76 33423 2043.66 343.32 5 . 1.72 33422 2045.38 343.05 6 G/L BOLT LB 2.82 33421 2048.20 342.48 7 . 2.74 33420 2050.95 341.92 8 . 1.40 33419 2052.34 341.84 9 . 4.40 33418 2056.74 341.33 10 . 6.10 33417 2062.85 340.34 11 . 0.65 33416 2063.50 340.13 12 . 3.64 33415 2067.14 339.30 13 . 1.36 33414 2068.49 338.94 14 . 0.90 33413 2069.40 338.64 15 . 0.33 33412 2069.73 338.32 16 WL LB 1030HRS 0.98 33411 2070.71 338.18 17 D0.16 1.84 33410 2072.54 337.27 18 D1.06 1.72 33409 2074.27 336.76 19 D1.57 1.35 33408 2075.62 336.25 20 D2.07 2.16 33407 2077.78 336.12 21 SOUNDING FIX 1.83 33406 2079.61 335.92 22 BP 3.79 33405 2083.40 334.42 23 BP 3.18 33404 2086.57 334.22 24 BP 3.66 33403 2090.24 334.27 25 SOUNDING FIX 9.53 33402 2099.77 334.37 26 SOUNDING FIX 6.25 33401 2106.02 334.52 27 BP 5.49 33400 2111.50 334.42 28 SOUNDING FIX 11.08 33399 2122.59 334.12 29 SOUNDING FIX 4.21 33398 2126.80 333.87 30 BP 6.38 33397 2133.18 333.82 31 SOUNDING FIX 6.64 33396 2139.82 333.52 32 BP 1.99 33395 2141.81 333.12 33 SOUNDING FIX 2.88 33394 2144.69 332.92 34 BP 4.15 33393 2148.84 332.47 35 BP 2.54 33392 2151.38 331.87 36 SOUNDING FIX 9.02 X/S 5.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33391 2160.39 331.62 37 SOUNDING FIX 2.18 33390 2162.57 332.22 38 BP 5.68 33389 2168.25 332.57 39 SOUNDING FIX 4.74 33388 2172.99 333.56 40 D4.82 1.92 33387 2174.90 334.16 41 D4.14 1.17 33386 2176.07 336.56 42 D1.76 1.06 33385 2177.14 337.81 43 D0.52 2.36 33384 2179.50 338.32 44 WL RB 1020HRS 0.92 33383 2180.42 338.64 45 . 0.38 33382 2180.80 338.85 46 . 1.92 33381 2182.72 339.10 47 . 0.31 33380 2183.03 339.32 48 . 2.61 33379 2185.64 339.76 49 . 2.68 33378 2188.32 340.53 50 . 1.33 33377 2189.65 341.09 51 . 3.19 33376 2192.84 342.47 52 . 2.98 33375 2195.81 343.81 53 . 0.92 33374 2196.74 344.30 54 SCOUR LINE 0.37 33373 2197.10 344.38 55 . 0.82 33372 2197.93 346.82 56 TOP CUT BANK 3.85 33371 2201.78 346.70 57 . 4.67 33370 2206.45 346.68 58 TOE DIKE 1.31 33369 2207.76 347.15 59 . 0.95 33368 2208.71 347.52 60 G/L BOLT RB 0.72 33367 2209.43 347.58 61 TOP DIKE 2.11 33366 2211.54 347.66 62 C/L DIKE 2.46 33365 2214.00 347.69 63 TOP DIKE 1.02 33364 2215.02 347.59 64 . 1.84 33363 2216.86 347.01 65 . 2.51 33362 2219.37 346.13 66 TOE DIKE 2.67 33361 2222.03 346.00 67 . 4.17 33360 2226.20 345.67 68 FIELD LEVEL JOIN 33427-33360 N 2d52'58" E 226.20 END X/S 5.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.18 0 DUMMY 2000.00 33430 2000.00 350.18 1 ON LAWN SLOPE 8.41 33431 2008.41 349.29 2 EDGE GRASS 0.25 33432 2008.65 349.24 3 G/L BOLT TOPBANK 1.24 33433 2009.90 348.26 4 . 2.39 33434 2012.28 346.51 5 . 1.52 33435 2013.81 345.41 6 . 1.88 33436 2015.69 344.37 7 . 1.91 33437 2017.61 343.67 8 . 1.09 33438 2018.70 342.81 9 . 2.77 33439 2021.47 342.28 10 . 0.67 33440 2022.15 341.06 11 TOE BANK 2.04 33441 2024.19 340.54 12 . 5.37 33442 2029.56 339.66 13 . 4.81 33443 2034.37 339.06 14 . 3.26 33444 2037.63 338.73 15 . 5.19 33445 2042.82 338.58 16 . 2.17 33446 2044.99 338.32 17 WL LB 1200HRS 2.42 33447 2047.41 338.02 18 D0.32 2.80 33448 2050.21 337.54 19 D0.81 2.26 33449 2052.46 337.19 20 D1.14 1.13 33450 2053.59 337.00 21 D1.32 6.91 33451 2060.50 335.93 22 SOUNDING FIX 8.72 33452 2069.23 334.63 23 SOUNDING FIX 10.66 33453 2079.89 333.63 24 SOUNDING FIX 11.69 33454 2091.58 332.93 25 SOUNDING FIX 4.05 33455 2095.63 332.73 26 BP 6.45 33456 2102.08 332.83 27 SOUNDING FIX 3.37 33457 2105.45 333.03 28 BP 2.98 33458 2108.43 332.93 29 BP 1.43 33459 2109.86 332.63 30 BP 3.24 33460 2113.10 332.78 31 SOUNDING FIX 7.30 33461 2120.40 333.13 32 BP 4.87 33462 2125.26 333.78 33 SOUNDING FIX 5.74 33463 2131.00 335.13 34 BP 5.05 33464 2136.06 335.48 35 SOUNDING FIX 1.92 33465 2137.97 335.58 36 BP 2.59 X/S 5.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33466 2140.57 336.23 37 D2.07 1.85 33467 2142.42 337.04 38 D1.29 1.48 33468 2143.90 337.85 39 D0.47 1.47 33469 2145.37 338.24 40 D0.10 1.22 33470 2146.59 338.33 41 WL RB 1205HRS 0.97 33471 2147.56 338.91 42 TOP 0.64 33472 2148.20 339.04 43 G/L NAIL RB 0.92 33473 2149.11 339.08 44 . 2.60 33474 2151.71 339.90 45 . 1.20 33475 2152.91 340.36 46 . 3.74 33476 2156.65 341.24 47 TOE BANK 0.95 33477 2157.60 341.77 48 . 0.53 33478 2158.14 342.84 49 . 1.62 33479 2159.76 344.00 50 . 2.59 33480 2162.35 345.99 51 . 0.72 33481 2163.07 346.56 52 TOP BANK 1.49 33482 2164.56 346.90 53 TOE 1.85 33483 2166.41 347.38 54 . 0.41 33484 2166.82 347.61 55 G/L BOLT TOPDIKE 2.78 33485 2169.60 347.60 56 C/L DIKE 2.10 33486 2171.69 347.62 57 TOP DIKE 4.69 33487 2176.39 345.93 58 . 3.83 33488 2180.22 344.77 59 . 0.69 33489 2180.91 344.41 60 TOE DIKE 3.22 33490 2184.13 344.12 61 . 4.58 33491 2188.71 343.62 62 . 2.14 33492 2190.86 343.23 63 . 2.37 33493 2193.23 342.93 64 . 4.29 33494 2197.51 342.74 65 . JOIN 33430-33494 N 13d59'42" E 197.51 END X/S 6.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 360.82 0 DUMMY 2000.00 33612 2000.00 360.82 1 END RR BRIDGE 7.95 33611 2007.95 360.48 2 ROAD LEVEL 15.66 33610 2023.62 360.01 3 EDGE ROAD ACCESS 30.73 33609 2054.35 359.09 4 EDGE ROAD 13.00 33608 2067.35 358.81 5 EDGE ROAD 9.06 33607 2076.41 358.59 6 G/L BOLT LB 2.12 33606 2078.53 358.53 7 . 2.04 33605 2080.57 358.72 8 G/L COR SIDEWALK 0.02 33604 2080.59 358.74 9 TOP COR SIDEWALK 5.64 33603 2086.23 358.59 10 TOP LB BRDG DECK 0.01 33602 2086.24 355.79 11 BRDG SPAN CHORD 0.01 33601 2086.25 355.62 12 TOE ABUTMENT 1.05 33600 2087.29 355.62 13 TOP WALL 0.02 33599 2087.31 355.11 14 G/L WALL 0.63 33598 2087.94 355.03 15 . 1.02 33597 2088.96 354.65 16 . 1.46 33596 2090.43 353.74 17 . 3.63 33595 2094.06 351.96 18 . 2.04 33594 2096.10 350.54 19 EDGE GRAV PATH 3.05 33593 2099.16 350.48 20 EDGE GRAV PATH 0.82 33592 2099.98 350.45 21 TOP BENCH 2.02 33591 2102.00 349.27 22 . 3.90 33590 2105.90 347.15 23 . 3.40 33589 2109.30 346.18 24 . 4.00 33588 2113.30 344.93 25 . 0.80 33587 2114.11 344.65 26 TOP CUT BANK 0.79 33586 2114.90 343.38 27 . 0.78 33585 2115.68 342.96 28 TOE 2.46 33584 2118.14 342.35 29 . 4.05 33583 2122.19 341.51 30 . 9.17 33582 2131.36 339.94 31 . 3.60 33581 2134.96 339.55 32 TOP PIER FOOTING 1.98 33580 2136.94 339.55 33 TOE SOUTH PIER 0.31 33579 2137.25 350.52 34 TOP SOUTH PIER 1.52 33578 2138.77 350.52 35 TOP SOUTH PIER 0.30 33577 2139.08 339.55 36 TOE SOUTH PIER 1.98 X/S 6.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33576 2141.06 339.55 37 TOP PIER FOOTING 0.02 33575 2141.08 339.23 38 G/L @ FOOTING 2.60 33574 2143.68 338.97 39 . 1.46 33573 2145.14 338.33 40 WL LB 1323HRS 0.90 33572 2146.04 337.95 41 D0.37 0.96 33571 2147.00 337.55 42 D0.80 1.28 33570 2148.27 337.35 43 D0.98 2.95 33569 2151.22 337.25 44 D1.07 2.84 33568 2154.06 336.69 45 SOUNDING FIX 7.41 33567 2161.47 335.39 46 SOUNDING FIX 8.71 33566 2170.18 333.99 47 BP 0.76 33565 2170.94 334.14 48 SOUNDING FIX 1.81 33564 2172.75 334.59 49 BP 2.49 33563 2175.24 334.84 50 BP 5.77 33562 2181.01 335.04 51 SOUNDING FIX 1.86 33561 2182.88 334.94 52 BP 4.79 33560 2187.66 334.74 53 BP 3.59 33559 2191.25 333.54 54 SOUNDING FIX 3.48 33558 2194.73 333.19 55 BP 4.04 33557 2198.78 333.09 56 BP 1.80 33556 2200.57 333.24 57 SOUNDING FIX 3.54 33555 2204.11 333.94 58 BP 3.75 33554 2207.86 335.34 59 BP 1.77 33553 2209.63 335.49 60 SOUNDING FIX 2.12 33552 2211.75 335.59 61 G/L @ FOOTING 0.02 33551 2211.77 335.89 62 TOP PIER FOOTING 1.98 33550 2213.75 335.89 63 TOE NORTH PIER 0.30 33549 2214.06 348.23 64 TOP NORTH PIER 1.52 33548 2215.58 348.23 65 TOP NORTH PIER 0.31 33547 2215.89 335.89 66 TOE NORTH PIER 1.98 33546 2217.87 335.89 67 TOP PIER FOOTING 1.83 33545 2219.70 336.09 68 SOUNDING FIX 1.35 33544 2221.04 335.99 69 BP 1.87 33543 2222.92 335.44 70 BP 0.62 33542 2223.54 335.34 71 SOUNDING FIX 0.48 33541 2224.02 335.44 72 BP 2.51 33540 2226.53 335.67 73 D2.64 1.05 X/S 6.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33539 2227.58 336.08 74 D2.23 1.07 33538 2228.65 336.54 75 D1.77 1.07 33537 2229.72 337.22 76 D1.08 0.97 33536 2230.70 337.89 77 D0.44 1.21 33535 2231.91 338.34 78 WL RB 1305HRS 0.85 33534 2232.75 338.89 79 . 2.17 33533 2234.93 339.59 80 . 3.04 33532 2237.96 340.58 81 . 3.74 33531 2241.70 341.79 82 . 3.30 33530 2245.00 343.04 83 . 2.22 33529 2247.22 344.27 84 . 0.32 33528 2247.55 344.67 85 . 0.99 33527 2248.54 345.32 86 SCOUR LINE 0.84 33526 2249.38 345.75 87 TOP BANK 2.59 33525 2251.97 346.12 88 EDGE ROAD 3.76 33524 2255.73 346.39 89 EDGE ROAD 2.25 33523 2257.99 347.26 90 . 1.07 33522 2259.06 347.83 91 . 2.34 33521 2261.39 348.52 92 . 1.16 33520 2262.55 348.92 93 . 2.93 33519 2265.48 349.45 94 G/L WALL 0.02 33518 2265.50 350.14 95 TOP WALL 1.05 33517 2266.54 350.14 96 TOE ABUTMENT 0.01 33516 2266.55 350.27 97 BRDG SPAN CHORD 0.01 33515 2266.56 353.06 98 D/S RB BRDG DECK 4.88 33514 2271.44 352.92 99 TOP COR SIDEWALK 0.02 33513 2271.46 352.93 100 G/L COR SIDEWALK 5.61 33512 2277.07 352.59 101 . 5.46 33511 2282.53 352.50 102 G/L BOLT RB 13.01 33510 2295.54 351.80 103 EDGE HWY 42.17 33509 2337.70 350.40 104 EDGE HWY 46.44 33508 2384.14 348.94 105 EDGE HWY 39.15 33507 2423.29 347.63 106 EDGE HWY 41.18 33506 2464.47 346.83 107 EDGE HWY 31.48 33505 2495.95 346.42 108 EDGE HWY 31.91 33504 2527.87 346.24 109 EDGE HWY 31.66 33503 2559.53 346.15 110 EDGE HWY 7.41 X/S 6.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33502 2566.94 346.04 111 EDGE AT DRAIN 40.32 33501 2607.26 346.46 112 EDGE HWY 31.13 33500 2638.39 346.91 113 EDGE HWY JOIN 33612-33500 N 20d4'35" E 638.39 END X/S 6.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 360.65 0 DUMMY 2000.00 33620 2000.00 360.65 1 END RR BRIDGE 29.74 33621 2029.74 359.60 2 EDGE ROAD 28.16 33622 2057.90 358.90 3 EDGE ROAD 15.42 33623 2073.32 358.72 4 G/L BOLT LB 0.05 33624 2073.38 358.74 5 G/L COR SIDEWALK 0.02 33625 2073.39 358.75 6 TOP COR SIDEWALK 5.64 33626 2079.03 358.59 7 U/S LB BRDG DECK 0.01 33627 2079.04 355.80 8 BRDG SPAN CHORD 0.01 33628 2079.05 355.60 9 TOE ABUTMENT 1.05 33629 2080.10 355.60 10 TOP WALL 0.02 33630 2080.12 355.23 11 G/L WALL 1.07 33631 2081.19 354.73 12 . 2.64 33632 2083.83 353.40 13 . 2.90 33633 2086.73 351.90 14 . 2.17 33634 2088.90 350.69 15 TOE EDGE PATH 3.25 33635 2092.15 350.65 16 EDGE PATH 1.03 33636 2093.18 350.56 17 . 1.57 33637 2094.75 349.83 18 . 1.89 33638 2096.65 348.98 19 . 3.17 33639 2099.81 348.08 20 . 2.64 33640 2102.45 346.47 21 . 2.52 33641 2104.97 345.01 22 . 1.71 33642 2106.68 343.49 23 . 2.30 33643 2108.98 342.39 24 TOE RIP 5.46 33644 2114.44 341.51 25 . 6.56 33645 2121.00 340.49 26 . 6.71 33646 2127.71 339.55 27 TOP PIER FOOTING 1.98 33647 2129.69 339.55 28 TOE SOUTH PIER 0.30 33648 2130.00 350.52 29 TOP SOUTH PIER 1.52 33649 2131.52 350.52 30 TOP SOUTH PIER 0.31 33650 2131.82 339.55 31 TOE SOUTH PIER 1.98 33651 2133.81 339.55 32 TOP PIER FOOTING 0.02 33652 2133.83 339.14 33 G/L @ FOOTING 2.19 33653 2136.02 339.10 34 . 1.48 33654 2137.50 338.55 35 . 1.00 33655 2138.50 338.34 36 WL LB 1600HRS 1.45 X/S 6.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33656 2139.95 338.02 37 D0.30 2.44 33657 2142.39 337.69 38 D0.66 1.54 33658 2143.92 337.26 39 D1.07 1.96 33659 2145.88 337.09 40 SOUNDING FIX 0.50 33660 2146.38 336.97 41 BP 0.28 33661 2146.66 336.84 42 SOUNDING FIX 2.14 33662 2148.80 336.54 43 BP 2.14 33663 2150.94 336.14 44 SOUNDING FIX 7.41 33664 2158.34 334.79 45 SOUNDING FIX 2.13 33665 2160.47 334.44 46 BP 3.37 33666 2163.84 334.24 47 BP 2.75 33667 2166.59 334.34 48 SOUNDING FIX 8.64 33668 2175.23 335.04 49 SOUNDING FIX 3.31 33669 2178.54 335.09 50 BP 4.70 33670 2183.24 334.94 51 SOUNDING FIX 6.54 33671 2189.78 334.94 52 BP 2.39 33672 2192.17 334.84 53 SOUNDING FIX 6.89 33673 2199.05 334.64 54 SOUNDING FIX 2.28 33674 2201.33 335.64 55 BP 3.17 33675 2204.50 335.59 56 G/L @ FOOTING 0.02 33676 2204.52 335.89 57 TOP PIER FOOTING 1.98 33677 2206.50 335.89 58 TOE NORTH PIER 0.31 33678 2206.81 348.23 59 TOP NORTH PIER 1.52 33679 2208.33 348.23 60 TOP NORTH PIER 0.30 33680 2208.63 335.89 61 TOE NORTH PIER 1.98 33681 2210.62 335.89 62 TOP PIER FOOTING 0.02 33682 2210.64 335.14 63 G/L @ FOOTING 5.54 33683 2216.17 335.64 64 SOUNDING FIX 3.93 33684 2220.10 335.69 65 D2.64 1.63 33685 2221.73 336.31 66 D2.02 1.39 33686 2223.13 337.10 67 D1.25 1.02 33687 2224.15 337.88 68 D0.47 1.26 33688 2225.41 338.34 69 WL RB 1620HRS 0.73 33689 2226.14 338.93 70 . 1.52 33690 2227.66 339.45 71 . 1.66 33691 2229.32 340.06 72 . 2.63 33692 2231.96 341.07 73 . 2.33 X/S 6.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33693 2234.29 342.21 74 . 2.58 33694 2236.86 343.77 75 . 1.44 33695 2238.30 344.74 76 . 0.45 33696 2238.75 345.50 77 TOP CUT 2.05 33697 2240.81 345.66 78 . 1.43 33698 2242.24 345.76 79 EDGE ROAD 3.59 33699 2245.83 345.93 80 EDGE ROAD TOE 4.22 33700 2250.04 347.19 81 . 4.70 33701 2254.74 348.68 82 . 3.49 33702 2258.23 349.63 83 G/L WALL 0.02 33703 2258.25 350.12 84 TOP WALL 1.04 33704 2259.29 350.12 85 TOE ABUTMENT 0.01 33705 2259.30 350.27 86 BRDG SPAN CHORD 0.01 33706 2259.31 353.07 87 U/S RB BRDG DECK 3.90 33707 2263.21 352.91 88 MON 77H6406 RB 0.96 33708 2264.17 352.91 89 TOP COR SIDEWALK 28.99 33709 2293.16 351.51 90 EDGE HWY 36.94 33710 2330.10 350.20 91 EDGE HWY 46.67 33711 2376.77 348.79 92 EDGE HWY 41.82 33712 2418.59 347.69 93 EDGE HWY 41.64 33713 2460.23 347.05 94 EDGE HWY 32.70 33714 2492.93 346.97 95 EDGE HWY 37.86 33715 2530.79 347.11 96 EDGE HWY 32.03 33716 2562.82 347.41 97 EDGE HWY 38.13 33717 2600.95 347.81 98 EDGE HWY 35.29 33718 2636.24 348.29 99 EDGE HWY JOIN 33620-33718 N 20d3'26" E 636.24 END X/S 7.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.13 0 DUMMY 2000.00 33882 2000.00 350.13 1 EDGE ROAD 7.00 33881 2007.00 349.63 2 . 15.00 33880 2022.00 349.43 3 YARD LEVEL 3.01 33879 2025.01 349.34 4 CORN TRAILER 0.30 33878 2025.31 349.33 5 YARD LEVEL 1.95 33877 2027.26 348.89 6 . 1.64 33876 2028.90 348.78 7 G/L BOLT LB 1.16 33875 2030.06 348.94 8 TOP ROCK BASKET 0.65 33874 2030.71 346.45 9 TOE ROCK BASKET 0.78 33873 2031.49 346.11 10 . 1.49 33872 2032.97 345.18 11 . 0.27 33871 2033.24 344.54 12 ON RIPRAP 1.43 33870 2034.67 343.67 13 ON RIPRAP 1.78 33869 2036.45 342.84 14 ON RIPRAP 1.87 33868 2038.32 341.88 15 TOE 4.39 33867 2042.71 341.02 16 . 6.12 33866 2048.83 339.92 17 . 3.77 33865 2052.60 339.33 18 . 4.22 33864 2056.81 338.67 19 . 0.13 33863 2056.95 338.67 20 . 1.79 33862 2058.74 338.33 21 WL LB 1710HRS 1.27 33861 2060.00 338.05 22 D0.30 2.01 33860 2062.01 337.95 23 D0.40 1.71 33859 2063.72 337.82 24 D0.53 1.87 33858 2065.59 337.71 25 D0.64 1.33 33857 2066.92 337.80 26 D0.55 1.17 33856 2068.08 337.77 27 D0.58 2.60 33855 2070.69 337.37 28 D0.98 1.51 33854 2072.20 336.88 29 D1.47 8.56 33853 2080.76 335.48 30 SOUNDING FIX 6.24 33852 2087.00 334.08 31 SOUNDING FIX 7.68 33851 2094.68 332.88 32 SOUNDING FIX 4.72 33850 2099.40 332.68 33 BP 1.98 33849 2101.39 332.78 34 SOUNDING FIX 0.85 33848 2102.23 332.83 35 BP 2.09 33847 2104.32 332.73 36 BP 3.46 X/S 7.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33846 2107.78 332.78 37 SOUNDING FIX 7.36 33845 2115.15 333.23 38 SOUNDING FIX 7.44 33844 2122.59 333.93 39 SOUNDING FIX 3.97 33843 2126.56 334.23 40 BP 2.75 33842 2129.31 334.13 41 SOUNDING FIX 2.36 33841 2131.68 334.08 42 BP 4.67 33840 2136.34 334.48 43 SOUNDING FIX 2.44 33839 2138.78 334.63 44 BP 3.48 33838 2142.26 334.63 45 SOUNDING FIX 2.18 33837 2144.45 334.58 46 BP 3.13 33836 2147.58 335.28 47 SOUNDING FIX 1.49 33835 2149.07 335.79 48 D2.55 1.93 33834 2151.00 336.42 49 D1.90 1.03 33833 2152.03 336.83 50 D1.52 0.72 33832 2152.75 337.35 51 D1.0 0.90 33831 2153.65 337.96 52 D0.40 0.94 33830 2154.59 338.33 53 WL RB 1700HRS 0.90 33829 2155.50 339.18 54 . 2.15 33828 2157.65 340.28 55 . 3.05 33827 2160.70 340.72 56 . 1.22 33826 2161.92 341.40 57 ON RIPRAP 2.72 33825 2164.65 342.71 58 ON RIPRAP 2.22 33824 2166.86 343.47 59 ON RIPRAP 1.84 33823 2168.70 344.06 60 . 1.89 33822 2170.60 344.82 61 . 0.22 33821 2170.82 346.18 62 TOP CUT BANK 2.28 33820 2173.10 346.18 63 . 4.05 33819 2177.15 346.22 64 . 4.37 33818 2181.51 346.56 65 . 1.53 33817 2183.04 346.73 66 . 1.26 33816 2184.30 346.84 67 . 3.04 33815 2187.34 346.99 68 C/L TRAIL 2.08 33814 2189.43 347.10 69 . 1.54 33813 2190.97 346.89 70 . 4.09 33812 2195.06 346.99 71 . 6.11 33811 2201.18 347.04 72 TOE DIKE 3.29 33810 2204.47 347.61 73 . 0.92 X/S 7.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 17, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33809 2205.38 347.77 74 TOP DIKE 2.42 33808 2207.81 347.81 75 G/L BOLT RB 2.27 33807 2210.08 347.71 76 TOP DIKE 0.68 33806 2210.76 347.17 77 . 2.42 33805 2213.19 346.23 78 . 2.61 33804 2215.79 345.81 79 TOE DIKE 3.45 33803 2219.24 345.40 80 . 0.93 33802 2220.18 345.18 81 TOE 13.68 33801 2233.86 344.76 82 . 10.85 33800 2244.71 344.10 83 FIELD LEVEL JOIN 33882-33800 N 25d42'30" E 244.71 END X/S 7.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.73 0 DUMMY 2000.00 33977 2000.00 350.73 1 IN GARDEN 4.01 33976 2004.01 350.78 2 . 6.15 33975 2010.16 350.49 3 . 0.70 33974 2010.86 349.61 4 G/L BOLT LB 0.57 33973 2011.43 349.44 5 . 1.46 33972 2012.89 347.82 6 . 0.55 33971 2013.43 346.90 7 . 0.88 33970 2014.32 346.65 8 . 0.57 33969 2014.89 346.19 9 . 2.05 33968 2016.94 344.10 10 TOE EDGE PATH 1.20 33967 2018.14 343.98 11 TOP EDGE PATH 2.24 33966 2020.37 342.60 12 ON RIPRAP 1.05 33965 2021.43 341.68 13 ON RIPRAP 2.09 33964 2023.52 340.67 14 ON RIPRAP 2.01 33963 2025.53 339.23 15 ON RIPRAP 0.40 33962 2025.93 338.36 16 WL LB 1005HRS 1.09 33961 2027.02 337.84 17 D0.55 1.61 33960 2028.63 337.07 18 D1.3 1.17 33959 2029.80 336.71 19 D1.66 2.20 33958 2032.00 336.38 20 D1.98 1.60 33957 2033.60 336.26 21 BP 1.69 33956 2035.30 335.91 22 SOUNDING FIX 5.38 33955 2040.68 334.71 23 SOUNDING FIX 7.99 33954 2048.67 333.36 24 SOUNDING FIX 2.88 33953 2051.56 332.91 25 BP 2.96 33952 2054.52 333.01 26 BP 1.92 33951 2056.44 332.86 27 SOUNDING FIX 1.23 33950 2057.67 332.76 28 BP 2.36 33949 2060.03 332.31 29 BP 2.26 33948 2062.29 332.56 30 BP 2.26 33947 2064.55 332.31 31 BP 2.36 33946 2066.91 332.46 32 SOUNDING FIX 4.20 33945 2071.11 332.11 33 BP 3.44 33944 2074.55 331.71 34 BP 1.91 33943 2076.46 331.81 35 SOUNDING FIX 11.47 33942 2087.93 332.61 36 SOUNDING FIX 10.70 X/S 7.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33941 2098.63 333.56 37 SOUNDING FIX 7.79 33940 2106.43 335.01 38 SOUNDING FIX 6.44 33939 2112.86 336.16 39 SOUNDING FIX 3.04 33938 2115.90 336.76 40 SOUNDING FIX 3.35 33937 2119.25 336.99 41 D1.38 1.28 33936 2120.53 337.35 42 D1.05 3.05 33935 2123.58 337.64 43 D0.72 3.45 33934 2127.02 337.94 44 D0.44 4.22 33933 2131.25 338.20 45 D0.18 2.87 33932 2134.12 338.22 46 D0.14 3.46 33931 2137.58 338.36 47 WL 0955HRS 2.32 33930 2139.90 338.88 48 . 4.35 33929 2144.26 339.28 49 . 1.19 33928 2145.45 339.53 50 TOE ROCK GROIN 2.15 33927 2147.60 341.44 51 ON RIPRAP 2.57 33926 2150.17 343.10 52 ON RIPRAP 2.36 33925 2152.53 344.10 53 TOP ROCK GROIN 2.38 33924 2154.91 344.49 54 ON RIPRAP 3.22 33923 2158.13 344.62 55 . 1.43 33922 2159.55 344.94 56 TOP ROCK GROIN 1.52 33921 2161.07 345.44 57 . 0.61 33920 2161.69 346.19 58 TOP CUT BANK 1.33 33919 2163.01 346.16 59 . 1.54 33918 2164.56 346.28 60 TOE MOUND 3.79 33917 2168.35 346.97 61 . 2.80 33916 2171.15 347.06 62 . 2.54 33915 2173.69 347.09 63 TOP MOUND 1.02 33914 2174.71 346.18 64 . 2.60 33913 2177.31 344.91 65 . 2.03 33912 2179.34 344.23 66 . 2.42 33911 2181.76 344.27 67 . 1.62 33910 2183.38 344.31 68 . 1.74 33909 2185.12 343.90 69 . 1.57 33908 2186.69 343.87 70 TOE BACK CHANNEL 1.03 33907 2187.72 344.24 71 . 2.49 33906 2190.21 345.22 72 . 1.66 33905 2191.86 345.70 73 TOP BACK CHANNEL 3.72 X/S 7.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 33904 2195.59 345.82 74 . 5.53 33903 2201.12 345.73 75 . 7.65 33902 2208.76 345.60 76 . 10.46 33901 2219.23 345.54 77 . 7.76 33900 2226.99 345.41 78 TOE DIKE 4.18 33899 2231.17 346.70 79 . 3.48 33898 2234.65 347.67 80 TOP DIKE 1.61 33897 2236.26 347.66 81 G/L BOLT RB 2.49 33896 2238.76 347.50 82 TOP DIKE 1.22 33895 2239.98 347.27 83 SHOULDER 0.75 33894 2240.73 346.93 84 . 2.44 33893 2243.17 346.02 85 . 2.61 33892 2245.78 345.17 86 TOE DIKE 0.57 33891 2246.35 345.07 87 FENCE LINE 3.09 33890 2249.44 345.21 88 FIELD LEVEL JOIN 33977-33890 N 9d3'36" E 249.44 END X/S 7.3 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.21 0 DUMMY 2000.00 34179 2000.00 352.21 1 C/L SOUTH TRACK 1.88 34178 2001.88 352.21 2 . 2.86 34177 2004.74 352.22 3 C/L NORTH TRACK 1.91 34176 2006.65 352.24 4 TOP BALLAST 1.64 34175 2008.29 351.54 5 . 0.67 34174 2008.96 351.52 6 . 3.32 34173 2012.27 349.72 7 ON SLOPE 4.45 34172 2016.72 347.70 8 ON SLOPE 2.44 34171 2019.16 347.31 9 . 2.54 34170 2021.69 345.99 10 TOE RR 0.89 34169 2022.58 345.88 11 G/L BOLT LB 1.90 34168 2024.48 345.80 12 C/L PATH 3.82 34167 2028.30 345.67 13 TOP BENCH 1.45 34166 2029.74 345.07 14 . 2.95 34165 2032.70 343.60 15 TOE BENCH 2.71 34164 2035.41 343.25 16 TOP BANK 0.25 34163 2035.66 343.06 17 TOP RIPRAP 3.23 34162 2038.89 342.61 18 ON ROCK 1.80 34161 2040.69 341.49 19 ON RIPRAP 2.10 34160 2042.79 340.64 20 TOE RIPRAP 3.38 34159 2046.17 340.01 21 . 4.12 34158 2050.29 339.16 22 . 4.51 34157 2054.80 338.67 23 G/L NAIL LB 3.81 34156 2058.62 338.37 24 WL LB 1150HRS 2.69 34155 2061.31 338.06 25 D0.32 2.57 34154 2063.87 337.69 26 D0.68 3.67 34153 2067.55 337.36 27 D1.01 1.98 34152 2069.53 337.37 28 D1.0 2.92 34151 2072.44 337.58 29 D0.79 2.50 34150 2074.95 337.79 30 D0.57 1.89 34149 2076.84 337.73 31 D0.64 1.63 34148 2078.46 337.03 32 D1.34 0.96 34147 2079.42 336.67 33 SOUNDING FIX 5.80 34146 2085.22 335.17 34 SOUNDING FIX 7.67 34145 2092.89 333.67 35 SOUNDING FIX 4.18 34144 2097.07 332.97 36 BP 3.86 X/S 7.3 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34143 2100.93 332.67 37 SOUNDING FIX 4.25 34142 2105.18 332.57 38 BP 4.53 34141 2109.71 331.97 39 BP 2.55 34140 2112.26 331.87 40 BP 2.17 34139 2114.43 332.37 41 SOUNDING FIX 4.54 34138 2118.97 332.97 42 BP 5.21 34137 2124.18 334.27 43 SOUNDING FIX 7.47 34136 2131.65 336.12 44 BP 3.20 34135 2134.86 336.17 45 SOUNDING FIX 6.12 34134 2140.98 336.92 46 D1.45 1.21 34133 2142.18 337.30 47 D1.6 0.70 34132 2142.88 337.80 48 D0.56 3.72 34131 2146.60 338.10 49 D0.26 5.73 34130 2152.33 338.37 50 WL RB 1135HRS 2.88 34129 2155.21 338.47 51 . 10.86 34128 2166.07 338.64 52 . 4.24 34127 2170.31 338.82 53 . 7.27 34126 2177.58 339.33 54 . 6.18 34125 2183.76 339.53 55 . 2.31 34124 2186.07 339.75 56 TOE ROCK GROIN 2.87 34123 2188.94 341.98 57 ON ROCK 2.52 34122 2191.45 343.43 58 ON ROCK 2.38 34121 2193.83 344.74 59 TOP ROCK GROIN 1.74 34120 2195.58 345.15 60 ON ROCK GROIN 3.07 34119 2198.65 345.34 61 ON ROCK 3.89 34118 2202.54 345.61 62 TOP GROIN 1.56 34117 2204.10 346.01 63 . 0.84 34116 2204.94 346.48 64 TOP 2.14 34115 2207.08 346.49 65 . 2.20 34114 2209.28 346.32 66 TOP 2.19 34113 2211.47 345.85 67 TOE 2.93 34112 2214.40 345.80 68 . 5.62 34111 2220.02 345.40 69 . 6.44 34110 2226.46 345.04 70 . 5.84 34109 2232.30 344.84 71 . 5.72 34108 2238.02 344.93 72 . 3.50 34107 2241.52 345.19 73 . 1.78 X/S 7.3 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34106 2243.30 345.54 74 TOE PATH 0.78 34105 2244.08 345.88 75 TOP PATH 1.82 34104 2245.91 346.01 76 G/L BLT C/L PATH 1.73 34103 2247.64 345.88 77 TOP PATH 1.86 34102 2249.50 345.02 78 TOE PATH 1.63 34101 2251.14 344.84 79 WL POND 1.80 34100 2252.93 344.57 80 POND 0.27 JOIN 34179-34100 N 64d20'44" W 252.93 END X/S 8 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.66 0 DUMMY 2000.00 40642 2000.00 349.66 1 REF '73 SURVEY 19.12 34180 2019.12 348.90 2 . 19.60 34181 2038.71 348.59 3 . 12.56 34182 2051.28 348.40 4 . 7.52 34183 2058.80 348.24 5 . 3.84 34184 2062.64 348.23 6 FENCE LINE 1.39 34185 2064.03 348.23 7 G/L BOLT LB 2.15 34186 2066.18 348.23 8 . 2.86 34187 2069.05 348.22 9 TOP BANK 2.44 34188 2071.49 346.35 10 . 1.53 34189 2073.01 345.21 11 . 0.90 34190 2073.91 344.68 12 . 0.78 34191 2074.69 343.58 13 . 1.17 34192 2075.86 342.81 14 . 1.84 34193 2077.70 342.02 15 . 3.97 34194 2081.68 341.07 16 . 4.91 34195 2086.59 340.17 17 . 4.74 34196 2091.33 339.56 18 . 3.77 34197 2095.10 339.21 19 . 4.55 34198 2099.65 338.90 20 . 7.52 34199 2107.17 338.65 21 . 2.95 34200 2110.12 338.48 22 . 1.66 34201 2111.78 338.47 23 WL LB 1350HRS 3.04 34202 2114.82 338.22 24 D0.26 1.29 34203 2116.11 337.75 25 D0.71 2.35 34204 2118.46 337.22 26 D1.25 1.95 34205 2120.41 337.18 27 SOUNDING FIX 4.20 34206 2124.61 336.73 28 SOUNDING FIX 5.87 34207 2130.48 336.13 29 SOUNDING FIX 7.67 34208 2138.15 335.23 30 SOUNDING FIX 7.84 34209 2145.99 334.28 31 SOUNDING FIX 9.12 34210 2155.11 333.58 32 SOUNDING FIX 5.66 34211 2160.76 333.38 33 BP 2.31 34212 2163.07 333.43 34 SOUNDING FIX 5.43 34213 2168.51 333.28 35 BP 2.59 34214 2171.09 333.33 36 SOUNDING FIX 4.56 X/S 8 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34215 2175.65 333.38 37 BP 4.73 34216 2180.39 333.33 38 SOUNDING FIX 10.11 34217 2190.50 333.18 39 SOUNDING FIX 9.62 34218 2200.12 333.23 40 SOUNDING FIX 5.12 34219 2205.24 333.33 41 BP 5.49 34220 2210.73 333.73 42 SOUNDING FIX 10.61 34221 2221.33 335.23 43 SOUNDING FIX 3.47 34222 2224.80 335.88 44 BP 3.68 34223 2228.48 336.88 45 SOUNDING FIX 2.05 34224 2230.52 337.39 46 D1.08 1.17 34225 2231.69 338.09 47 D0.38 2.26 34226 2233.95 338.48 48 WL RB 1400HRS 0.89 34227 2234.84 338.75 49 . 2.40 34228 2237.24 339.13 50 G/L NAIL RB 1.01 34229 2238.26 339.37 51 . 4.28 34230 2242.54 340.00 52 . 2.78 34231 2245.31 340.38 53 TOE CUT BANK 0.48 34232 2245.80 341.20 54 TOP CUT BANK 2.01 34233 2247.80 341.79 55 . 3.86 34234 2251.66 342.10 56 . 0.25 34235 2251.91 342.51 57 . 2.31 34236 2254.22 342.85 58 G/L BOLT RB 2.98 34237 2257.20 343.10 59 . 2.14 34238 2259.35 343.51 60 TOE SLOPE 4.35 34239 2263.70 345.21 61 . 4.58 34240 2268.28 347.70 62 . 5.39 34241 2273.66 351.02 63 TOP BANK 5.00 34242 2278.66 351.12 64 ROAD LEVEL JOIN 40642-34242 S 89d1'2" W 278.66 END X/S 9 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.61 0 DUMMY 2000.00 34329 2000.00 348.61 1 RISE BEYOND 22.17 34328 2022.17 347.95 2 . 11.58 34327 2033.75 347.81 3 . 5.18 34326 2038.94 347.80 4 G/L BOLT LB 4.76 34325 2043.69 347.59 5 . 2.62 34324 2046.31 347.52 6 . 1.61 34323 2047.92 347.51 7 TOP 2.32 34322 2050.25 346.85 8 . 3.92 34321 2054.17 344.93 9 . 2.93 34320 2057.10 343.94 10 ON RIPRAP 0.46 34319 2057.56 343.59 11 ON RIPRAP 2.38 34318 2059.94 342.22 12 . 2.31 34317 2062.25 340.83 13 TOE RIPRAP 2.70 34316 2064.95 340.29 14 . 4.69 34315 2069.64 339.42 15 . 0.56 34314 2070.20 339.26 16 . 1.54 34313 2071.74 339.08 17 . 0.44 34312 2072.18 338.89 18 . 2.83 34311 2075.01 338.47 19 WL LB 1320HRS 3.09 34310 2078.09 338.07 20 D0.41 4.53 34309 2082.62 337.71 21 D0.74 5.44 34308 2088.06 337.62 22 D0.84 3.99 34307 2092.05 337.40 23 D1.07 2.30 34306 2094.35 337.37 24 SOUNDING FIX 1.40 34305 2095.75 337.27 25 BP 4.01 34304 2099.76 337.17 26 BP 1.00 34303 2100.76 336.82 27 BP 7.02 34302 2107.78 336.57 28 SOUNDING FIX 1.84 34301 2109.62 336.22 29 BP 8.68 34300 2118.30 336.17 30 BP 10.63 34299 2128.92 335.72 31 BP 8.13 34298 2137.06 335.77 32 SOUNDING FIX 3.01 34297 2140.07 335.72 33 BP 5.81 34296 2145.88 335.82 34 BP 5.38 34295 2151.26 335.72 35 SOUNDING FIX 13.15 34294 2164.41 335.82 36 SOUNDING FIX 5.80 X/S 9 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34293 2170.20 335.72 37 BP 7.00 34292 2177.20 335.22 38 SOUNDING FIX 15.04 34291 2192.25 333.42 39 SOUNDING FIX 7.64 34290 2199.89 332.17 40 BP 4.19 34289 2204.08 332.02 41 SOUNDING FIX 2.13 34288 2206.20 332.07 42 BP 8.30 34287 2214.51 332.72 43 SOUNDING FIX 8.64 34286 2223.14 333.77 44 BP 2.01 34285 2225.15 333.87 45 SOUNDING FIX 7.78 34284 2232.93 333.57 46 BP 5.00 34283 2237.93 333.87 47 BP 11.39 34282 2249.32 335.91 48 D2.54 1.17 34281 2250.49 336.34 49 D2.13 1.29 34280 2251.78 336.93 50 D1.54 1.18 34279 2252.96 337.53 51 D0.94 1.01 34278 2253.97 338.06 52 D0.43 3.36 34277 2257.32 338.34 53 D0.14 1.00 34276 2258.32 338.45 54 WL RB 1300HRS 0.03 34275 2258.35 338.70 55 . 6.99 34274 2265.34 339.15 56 . 4.99 34273 2270.33 339.54 57 . 6.32 34272 2276.65 340.24 58 . 1.20 34271 2277.85 340.53 59 . 2.33 34270 2280.18 340.90 60 . 2.65 34269 2282.83 341.49 61 . 2.21 34268 2285.05 341.83 62 . 2.23 34267 2287.28 342.22 63 . 1.51 34266 2288.79 342.69 64 . 2.53 34265 2291.33 343.94 65 . 1.84 34264 2293.17 345.07 66 . 1.62 34263 2294.79 345.71 67 . 1.14 34262 2295.93 346.25 68 . 1.69 34261 2297.62 346.94 69 TOP BANK 3.96 34260 2301.57 347.06 70 . 5.10 34259 2306.68 347.26 71 . 9.03 34258 2315.70 347.55 72 . 2.57 34257 2318.27 347.89 73 TOE SLOPE 4.26 X/S 9 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34256 2322.53 348.69 74 . 3.70 34255 2326.23 349.45 75 . 4.03 34254 2330.26 350.08 76 G/L BOLT RB 4.39 34253 2334.65 350.24 77 EDGE ROAD 2.95 34252 2337.60 350.36 78 C/L ROAD 6.57 34251 2344.17 350.59 79 . 7.49 34250 2351.66 350.62 80 C/L ROAD JOIN 34329-34250 N 20d25'44" W 351.66 END X/S 10 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.@ 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 346.40 0 DUMMY 2000.00 40725 2000.00 346.40 1 REF '73 SURVEY 14.55 34392 2014.55 345.91 2 YARD LEVEL 6.60 34391 2021.16 345.78 3 YARD LEVEL 5.87 34390 2027.03 345.61 4 TOE 1.30 34389 2028.33 345.83 5 . 0.91 34388 2029.23 346.10 6 TOP 0.61 34387 2029.84 346.18 7 G/L BOLT LB 1.05 34386 2030.90 346.13 8 TOP MOUND 0.67 34385 2031.57 345.70 9 . 0.79 34384 2032.36 345.24 10 TOP CUT 0.56 34383 2032.92 344.13 11 . 2.50 34382 2035.43 343.03 12 . 1.12 34381 2036.54 342.74 13 ON RIPRAP 1.14 34380 2037.68 341.88 14 ON RIPRAP 2.83 34379 2040.52 340.42 15 TOE RIPRAP 2.83 34378 2043.34 339.70 16 . 2.99 34377 2046.33 339.10 17 G/L NAIL LB 2.03 34376 2048.36 338.85 18 . 1.33 34375 2049.69 338.48 19 WL LB 1630HRS 3.78 34374 2053.47 337.74 20 D0.74 2.61 34373 2056.09 337.03 21 D1.45 6.50 34372 2062.59 337.04 22 SOUNDING FIX 9.78 34371 2072.37 336.89 23 SOUNDING FIX 12.72 34370 2085.10 336.79 24 SOUNDING FIX 13.71 34369 2098.80 336.69 25 SOUNDING FIX 11.42 34368 2110.23 336.39 26 SOUNDING FIX 7.88 34367 2118.11 336.44 27 BP 3.55 34366 2121.66 336.79 28 BP 1.71 34365 2123.37 336.84 29 SOUNDING FIX 12.47 34364 2135.84 336.89 30 SOUNDING FIX 12.43 34363 2148.27 336.74 31 SOUNDING FIX 12.29 34362 2160.56 336.49 32 SOUNDING FIX 6.44 34361 2167.00 336.29 33 BP 4.52 34360 2171.52 336.44 34 SOUNDING FIX 6.58 34359 2178.11 336.59 35 BP 4.79 34358 2182.89 336.54 36 SOUNDING FIX 5.47 X/S 10 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.@ 2001-2 APRIL 18, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34357 2188.37 336.34 37 BP 2.19 34356 2190.56 336.29 38 BP 2.52 34355 2193.08 336.69 39 SOUNDING FIX 3.94 34354 2197.02 337.32 40 D1.07 2.33 34353 2199.35 337.58 41 D0.90 1.83 34352 2201.18 337.85 42 D0.64 2.22 34351 2203.40 338.12 43 D.40 1.78 34350 2205.18 338.25 44 D0.24 1.67 34349 2206.85 338.49 45 WL RB 1630HRS 2.15 34348 2208.99 338.89 46 . 2.44 34347 2211.44 339.39 47 . 2.89 34346 2214.33 339.95 48 . 1.92 34345 2216.26 340.40 49 . 1.21 34344 2217.46 341.00 50 . 1.29 34343 2218.75 341.53 51 . 1.75 34342 2220.51 342.59 52 . 1.68 34341 2222.18 343.65 53 . 0.70 34340 2222.89 344.68 54 TOP CUT BANK 2.58 34339 2225.47 344.73 55 . 2.07 34338 2227.53 344.88 56 TOE DIKE 2.14 34337 2229.67 345.85 57 . 2.15 34336 2231.82 347.48 58 TOP DIKE 1.47 34335 2233.30 347.07 59 DITCH 1.31 34334 2234.61 347.45 60 G/L BOLT RB 1.84 34333 2236.45 346.43 61 . 1.26 34332 2237.72 345.90 62 TOE DIKE 3.38 34331 2241.09 345.81 63 FIELD 7.90 34330 2249.00 345.72 64 FIELD LEVEL JOIN 40725-34330 N 6d7'42" W 249.00 END X/S 11 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.54 0 DUMMY 2000.00 41124 2000.00 348.54 1 REF '01 SURVEY 3.15 34400 2003.15 348.40 2 C/L TRACKS 1.50 34401 2004.65 348.40 3 TOP BALLAST 0.89 34402 2005.54 347.98 4 . 1.59 34403 2007.13 347.91 5 TOP 3.58 34404 2010.70 345.79 6 TOE BALLAST 2.59 34405 2013.29 345.94 7 TOE DITCH 2.39 34406 2015.68 347.21 8 TOP DITCH 5.39 34407 2021.07 347.30 9 . 4.27 34408 2025.35 347.06 10 C/L PATH 6.26 34409 2031.60 347.06 11 . 3.89 34410 2035.50 347.21 12 G/L BOLT LB 7.34 34411 2042.83 347.29 13 . 1.60 34412 2044.43 346.90 14 TOP BANK 2.79 34413 2047.22 343.98 15 . 2.38 34414 2049.60 342.36 16 ON RIPRAP 1.82 34415 2051.42 340.78 17 ON RIPRAP 1.70 34416 2053.12 339.86 18 TOE RIPRAP 2.58 34417 2055.70 339.26 19 . 2.12 34418 2057.82 338.74 20 . 0.17 34419 2057.99 338.53 21 WL LB 1115HRS 1.60 34420 2059.58 338.13 22 D0.40 1.21 34421 2060.79 337.39 23 D1.12 1.28 34422 2062.08 336.76 24 D1.75 1.33 34423 2063.41 336.31 25 D2.2 3.35 34424 2066.76 336.03 26 SOUNDING FIX 7.30 34425 2074.06 336.48 27 SOUNDING FIX 3.43 34426 2077.49 336.73 28 BP 10.85 34427 2088.34 336.78 29 SOUNDING FIX 3.70 34428 2092.04 336.83 30 BP 8.24 34429 2100.28 337.18 31 SOUNDING FIX 5.74 34430 2106.03 337.33 32 BP 3.37 34431 2109.40 337.28 33 BP 2.50 34432 2111.89 337.33 34 SOUNDING FIX 1.45 34433 2113.34 337.38 35 BP 2.46 34434 2115.80 337.28 36 BP 2.89 X/S 11 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34435 2118.69 336.93 37 BP 5.49 34436 2124.18 336.98 38 BP 3.61 34437 2127.80 337.03 39 SOUNDING FIX 8.52 34438 2136.31 336.78 40 BP 5.14 34439 2141.45 336.83 41 SOUNDING FIX 7.06 34440 2148.51 337.03 42 BP 5.93 34441 2154.44 336.88 43 SOUNDING FIX 11.78 34442 2166.21 336.68 44 SOUNDING FIX 12.14 34443 2178.35 336.13 45 SOUNDING FIX 9.21 34444 2187.56 335.58 46 SOUNDING FIX 5.37 34445 2192.93 335.38 47 BP 4.05 34446 2196.98 334.93 48 SOUNDING FIX 4.86 34447 2201.84 336.57 49 D1.95 1.38 34448 2203.22 337.54 50 D1.0 1.44 34449 2204.66 338.13 51 D0.41 4.09 34450 2208.76 338.53 52 WL RB 1130HRS 1.89 34451 2210.65 338.81 53 . 0.56 34452 2211.21 339.07 54 . 0.93 34453 2212.13 339.08 55 G/L NAIL RB 2.69 34454 2214.82 339.56 56 . 2.58 34455 2217.40 339.97 57 TOE 1.75 34456 2219.15 340.67 58 . 0.39 34457 2219.55 341.81 59 TOP BANK 3.06 34458 2222.61 341.89 60 . 3.50 34459 2226.11 342.21 61 . 3.92 34460 2230.03 342.61 62 . 3.25 34461 2233.28 342.93 63 . 4.10 34462 2237.37 343.45 64 . 2.86 34463 2240.23 344.02 65 . 1.19 34464 2241.42 344.45 66 TRASH LINE 1.59 34465 2243.01 345.09 67 . 2.34 34466 2245.35 346.05 68 TOP BANK 5.41 34467 2250.77 346.29 69 . 6.51 34468 2257.28 346.67 70 TOE SLOPE 3.08 34469 2260.37 347.57 71 . 0.74 34470 2261.11 348.03 72 TOP 3.33 34471 2264.44 348.04 73 TOE 1.60 X/S 11 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34472 2266.04 348.92 74 G/L BOLT RB 4.10 34473 2270.14 348.98 75 C/L PAVEMENT JOIN 41124-34473 N 12d54'30" E 270.14 END X/S 12 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.43 0 DUMMY 2000.00 34556 2000.00 348.43 1 C/L RR TRACK 1.29 34555 2001.29 348.39 2 . 2.71 34554 2004.00 348.33 3 C/L RR TRACK 2.15 34553 2006.15 348.33 4 TOP BALLAST 0.64 34552 2006.79 348.09 5 TOE BALLAST 3.41 34551 2010.21 347.75 6 . 2.29 34550 2012.50 347.72 7 G/L BOLT LB 1.15 34549 2013.65 347.70 8 TOP BANK 1.09 34548 2014.74 347.03 9 . 0.88 34547 2015.62 345.54 10 . 1.31 34546 2016.93 344.26 11 ON RIPRAP 3.15 34545 2020.08 342.42 12 ON RIPRAP 3.63 34544 2023.71 340.46 13 ON RIPRAP 2.59 34543 2026.30 339.46 14 ON RIPRAP 1.33 34542 2027.63 338.82 15 TOE RIPRAP 0.78 34541 2028.41 338.74 16 G/L SPIKE LB 1.01 34540 2029.41 338.53 17 WL LB 1245HRS 1.09 34539 2030.50 338.34 18 D0.18 2.91 34538 2033.41 338.11 19 D0.40 3.41 34537 2036.82 337.86 20 D0.67 3.53 34536 2040.36 337.65 21 D0.87 3.06 34535 2043.42 337.13 22 D1.39 1.32 34534 2044.74 336.83 23 SOUNDING FIX 3.91 34533 2048.65 336.23 24 BP 3.74 34532 2052.38 334.23 25 SOUNDING FIX 2.10 34531 2054.48 333.23 26 BP 4.20 34530 2058.68 333.13 27 BP 4.51 34529 2063.20 333.28 28 SOUNDING FIX 8.32 34528 2071.51 333.73 29 SOUNDING FIX 11.00 34527 2082.51 334.48 30 SOUNDING FIX 11.20 34526 2093.71 335.13 31 SOUNDING FIX 3.56 34525 2097.27 335.53 32 BP 1.97 34524 2099.24 335.88 33 BP 6.38 34523 2105.62 336.23 34 SOUNDING FIX 6.04 34522 2111.66 336.48 35 BP 2.96 34521 2114.62 336.43 36 BP 1.48 X/S 12 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34520 2116.10 336.53 37 SOUNDING FIX 7.02 34519 2123.12 336.83 38 BP 5.56 34518 2128.68 336.88 39 SOUNDING FIX 3.36 34517 2132.05 336.93 40 BP 7.24 34516 2139.28 337.33 41 SOUNDING FIX 3.99 34515 2143.27 337.43 42 BP 5.68 34514 2148.95 337.28 43 SOUNDING FIX 4.69 34513 2153.64 337.27 44 D1.27 0.64 34512 2154.28 337.30 45 D1.22 2.05 34511 2156.33 337.56 46 D0.96 1.49 34510 2157.82 337.95 47 D0.59 0.93 34509 2158.75 337.88 48 D0.64 1.76 34508 2160.51 338.14 49 D0.38 2.96 34507 2163.47 338.53 50 WL RB 1225HRS 0.22 34506 2163.69 338.69 51 . 2.46 34505 2166.14 339.06 52 . 3.56 34504 2169.70 339.25 53 . 1.44 34503 2171.15 339.62 54 . 2.02 34502 2173.17 339.91 55 . 0.33 34501 2173.50 340.46 56 . 2.03 34500 2175.53 341.19 57 . 1.77 34499 2177.31 341.42 58 . 1.24 34498 2178.55 341.73 59 . 0.32 34497 2178.87 342.20 60 . 2.70 34496 2181.58 342.80 61 . 1.94 34495 2183.52 343.29 62 . 4.29 34494 2187.81 344.13 63 . 1.26 34493 2189.06 344.85 64 TRASH LINE 1.66 34492 2190.72 346.06 65 . 2.56 34491 2193.28 346.38 66 . 4.44 34490 2197.72 346.28 67 . 4.60 34489 2202.32 346.28 68 . 3.30 34488 2205.62 346.53 69 . 6.13 34487 2211.75 346.65 70 . 5.51 34486 2217.26 347.03 71 . 5.94 34485 2223.20 347.32 72 . 5.78 34484 2228.98 347.56 73 TOP 0.72 X/S 12 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34483 2229.70 347.40 74 TOE DITCH 0.65 34482 2230.35 347.44 75 TOE DITCH 0.87 34481 2231.22 347.85 76 G/L BOLT RB 4.00 34480 2235.22 348.00 77 C/L PAVEMENT JOIN 34556-34480 N 15d35'19" E 235.22 END X/S 12.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.62 0 DUMMY 2000.00 34560 2000.00 348.62 1 C/L SOUTH TRACK 4.49 34561 2004.49 348.51 2 C/L NORTH TRACK 4.16 34562 2008.65 348.45 3 TOP BANK 2.24 34563 2010.89 348.11 4 . 2.46 34564 2013.34 347.72 5 . 1.82 34565 2015.17 346.94 6 . 2.66 34566 2017.82 346.30 7 . 2.06 34567 2019.88 346.23 8 EDGE RIVER ROAD 3.77 34568 2023.65 346.23 9 C/L ROAD 3.96 34569 2027.61 346.25 10 EDGE ROAD 1.42 34570 2029.03 346.12 11 . 1.06 34571 2030.09 345.86 12 . 13.28 34572 2043.37 345.81 13 . 7.93 34573 2051.30 345.48 14 . 2.51 34574 2053.81 345.15 15 . 2.30 34575 2056.11 344.90 16 . 3.09 34576 2059.20 344.79 17 LAWN LEVEL 5.84 34577 2065.04 344.72 18 . 4.07 34578 2069.11 344.69 19 TOE CONC WALL 0.38 34579 2069.49 345.45 20 TOP CONC WALL 1.64 34580 2071.13 345.60 21 . 1.26 34581 2072.38 345.90 22 . 1.19 34582 2073.58 346.47 23 . 1.05 34583 2074.62 346.58 24 . 0.46 34584 2075.08 346.56 25 G/L BOLT LB 2.16 34585 2077.24 346.44 26 TOP DIKE 0.90 34586 2078.14 346.06 27 . 1.33 34587 2079.47 345.25 28 . 0.43 34588 2079.90 344.26 29 . 0.55 34589 2080.45 343.65 30 TOE BANK 1.89 34590 2082.34 343.32 31 . 2.62 34591 2084.97 342.56 32 . 2.07 34592 2087.04 341.99 33 . 4.07 34593 2091.11 341.20 34 . 2.47 34594 2093.58 340.59 35 . 2.57 34595 2096.16 339.78 36 . 0.94 X/S 12.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34596 2097.10 339.29 37 . 0.71 34597 2097.81 339.17 38 . 3.88 34598 2101.68 338.78 39 . 0.29 34599 2101.97 338.54 40 WL LB 1505HRS 3.24 34600 2105.21 338.13 41 D0.40 1.68 34601 2106.89 337.72 42 D0.83 2.55 34602 2109.44 337.49 43 D1.05 1.73 34603 2111.17 337.30 44 D1.2 1.06 34604 2112.23 337.29 45 SOUNDING FIX 7.97 34605 2120.20 336.54 46 SOUNDING FIX 2.09 34606 2122.29 336.39 47 BP 2.45 34607 2124.74 336.44 48 BP 4.00 34608 2128.74 336.39 49 SOUNDING FIX 1.34 34609 2130.07 336.44 50 BP 1.44 34610 2131.51 336.79 51 BP 6.88 34611 2138.39 336.59 52 SOUNDING FIX 9.48 34612 2147.88 336.34 53 SOUNDING FIX 10.88 34613 2158.76 335.99 54 SOUNDING FIX 3.55 34614 2162.31 335.74 55 BP 4.22 34615 2166.53 335.79 56 BP 2.11 34616 2168.64 335.49 57 SOUNDING FIX 2.59 34617 2171.24 334.94 58 BP 2.59 34618 2173.83 334.79 59 BP 6.37 34619 2180.20 335.49 60 SOUNDING FIX 2.54 34620 2182.74 335.64 61 BP 7.07 34621 2189.81 335.54 62 SOUNDING FIX 9.70 34622 2199.51 335.44 63 SOUNDING FIX 6.64 34623 2206.14 335.29 64 BP 3.53 34624 2209.68 335.34 65 SOUNDING FIX 7.01 34625 2216.69 335.44 66 BP 1.17 34626 2217.86 335.69 67 SOUNDING FIX 4.95 34627 2222.81 336.97 68 D1.57 1.36 34628 2224.17 337.59 69 D0.95 2.63 34629 2226.80 338.24 70 D0.30 1.88 34630 2228.68 338.55 71 WL RB 1515HRS 1.07 34631 2229.75 338.87 72 . 1.21 34632 2230.95 338.96 73 G/L NAIL RB 2.72 X/S 12.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34633 2233.67 339.26 74 . 4.24 34634 2237.91 339.94 75 . 2.20 34635 2240.11 340.39 76 . 1.58 34636 2241.69 340.86 77 TOE SLOPE 1.13 34637 2242.82 342.19 78 . 3.42 34638 2246.24 343.19 79 . 0.27 34639 2246.51 343.66 80 . 1.94 34640 2248.45 344.71 81 ON SLOPE 0.82 34641 2249.27 346.15 82 . 1.45 34642 2250.72 347.35 83 . 0.29 34643 2251.02 348.16 84 TOP CUT BANK 2.05 34644 2253.07 348.21 85 . 1.22 34645 2254.29 348.73 86 . 1.83 34646 2256.11 348.86 87 . 1.15 34647 2257.26 349.16 88 . 2.04 34648 2259.31 350.01 89 G/L BOLT EDGE RD 3.86 34649 2263.17 350.02 90 C/L ROAD JOIN 34560-34649 N 3d32'18" W 263.17 END X/S 13 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 346.87 0 DUMMY 2000.00 34650 2000.00 346.87 1 LAWN LEVEL 9.21 34651 2009.21 346.56 2 . 3.01 34652 2012.22 346.31 3 . 5.07 34653 2017.29 346.25 4 . 0.80 34654 2018.09 346.28 5 TOP CONC WALL 0.97 34655 2019.07 344.88 6 TOE CONC WALL 4.08 34656 2023.15 344.62 7 . 7.29 34657 2030.45 344.62 8 . 5.73 34658 2036.17 344.79 9 . 1.09 34659 2037.27 344.91 10 . 4.60 34660 2041.87 345.12 11 . 1.29 34661 2043.16 345.07 12 TOE WALL 0.15 34662 2043.31 346.04 13 TOP WALL 2.20 34663 2045.51 346.20 14 TOP BERM 1.32 34664 2046.83 346.23 15 C/L BERM 1.15 34665 2047.98 346.19 16 TOP BERM 1.29 34666 2049.27 345.84 17 G/L BOLT LB 2.38 34667 2051.65 344.67 18 . 1.49 34668 2053.13 343.83 19 . 1.61 34669 2054.74 342.97 20 . 1.87 34670 2056.61 342.26 21 . 1.62 34671 2058.23 341.73 22 . 3.17 34672 2061.41 340.76 23 . 4.21 34673 2065.61 339.75 24 . 3.40 34674 2069.02 339.11 25 . 1.85 34675 2070.87 338.85 26 . 2.35 34676 2073.21 338.55 27 WL LB 1610HRS 2.94 34677 2076.15 338.12 28 D0.45 3.21 34678 2079.36 338.04 29 D0.53 4.98 34679 2084.34 337.92 30 D.64 5.56 34680 2089.90 337.77 31 D0.79 5.29 34681 2095.19 337.75 32 D0.79 3.89 34682 2099.08 337.64 33 D0.92 4.88 34683 2103.96 337.69 34 D0.86 3.02 34684 2106.98 337.68 35 D0.85 2.38 34685 2109.36 337.91 36 D0.66 3.28 X/S 13 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34686 2112.64 337.97 37 D0.57 1.86 34687 2114.50 337.97 38 D0.59 1.23 34688 2115.73 337.83 39 D0.74 5.25 34689 2120.98 337.87 40 D0.67 2.71 34690 2123.69 337.80 41 D0.65 1.03 34691 2124.73 338.02 42 D0.52 6.13 34692 2130.86 337.92 43 D0.62 6.64 34693 2137.50 337.90 44 D0.62 4.97 34694 2142.46 337.89 45 D0.70 6.55 34695 2149.01 337.76 46 D0.78 7.18 34696 2156.19 337.67 47 D0.88 6.78 34697 2162.97 337.63 48 D0.92 6.28 34698 2169.25 337.63 49 D0.92 6.36 34699 2175.61 337.58 50 D0.97 6.84 34700 2182.45 337.48 51 D1.06 2.65 34701 2185.10 337.45 52 SOUNDING FIX 2.61 34702 2187.71 337.35 53 BP 1.71 34703 2189.42 337.40 54 BP 2.53 34704 2191.95 337.35 55 SOUNDING FIX 7.58 34705 2199.53 337.15 56 SOUNDING FIX 6.95 34706 2206.47 337.05 57 SOUNDING FIX 4.83 34707 2211.31 337.00 58 BP 1.80 34708 2213.11 337.10 59 SOUNDING FIX 6.83 34709 2219.94 337.05 60 SOUNDING FIX 7.21 34710 2227.15 337.05 61 SOUNDING FIX 3.76 34711 2230.92 337.05 62 BP 1.32 34712 2232.24 337.20 63 BP 1.12 34713 2233.36 337.25 64 SOUNDING FIX 6.82 34714 2240.18 337.35 65 SOUNDING FIX 6.56 34715 2246.73 337.35 66 SOUNDING FIX 6.72 34716 2253.45 337.30 67 SOUNDING FIX 0.90 34717 2254.35 337.25 68 BP 1.35 34718 2255.71 337.20 69 BP 2.15 34719 2257.86 337.31 70 D1.25 1.78 34720 2259.64 337.84 71 D.72 0.95 34721 2260.59 338.01 72 D.54 3.41 34722 2264.00 338.26 73 D.29 2.74 X/S 13 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34723 2266.74 338.55 74 WL RB 1625HRS 2.92 34724 2269.66 338.82 75 . 2.16 34725 2271.81 339.06 76 G/L NAIL RB 3.50 34726 2275.31 339.61 77 . 3.19 34727 2278.50 339.90 78 . 7.57 34728 2286.07 340.95 79 . 4.72 34729 2290.79 341.62 80 . 1.99 34730 2292.78 342.07 81 . 0.54 34731 2293.32 342.39 82 . 2.05 34732 2295.38 342.87 83 . 3.40 34733 2298.78 343.33 84 TOE CUT BANK 2.25 34734 2301.03 344.74 85 . 1.11 34735 2302.14 346.65 86 . 1.31 34736 2303.45 347.41 87 TOP CUT BANK 2.67 34737 2306.12 347.11 88 . 2.29 34738 2308.40 346.89 89 . 1.16 34739 2309.56 346.99 90 . 3.62 34740 2313.19 347.80 91 . 4.76 34741 2317.94 347.83 92 . 1.37 34742 2319.32 347.70 93 TOE 1.50 34743 2320.82 348.25 94 G/L BOLT EDGE RD 3.82 34744 2324.63 348.28 95 C/L ROAD JOIN 34650-34744 N 14d41'28" E 324.63 END X/S 13.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.09 0 DUMMY 2000.00 34750 2000.00 347.09 1 EDGE GARAGE 10.00 34751 2010.00 347.09 2 GARAGE LEVEL 0.02 34752 2010.02 347.59 3 TOP CONC PADIO 2.83 34753 2012.85 347.59 4 END CONC PADIO 1.71 34754 2014.57 347.63 5 . 1.91 34755 2016.48 347.89 6 TOP MOUND 5.04 34756 2021.51 347.94 7 . 10.24 34757 2031.75 347.91 8 ON LAWN 9.77 34758 2041.51 347.85 9 . 9.30 34759 2050.82 347.77 10 G/L BOLT LB 3.74 34760 2054.55 347.59 11 TOP BANK 1.94 34761 2056.50 346.87 12 . 2.44 34762 2058.93 345.30 13 . 2.34 34763 2061.27 343.74 14 ON RIPRAP 2.07 34764 2063.34 342.31 15 ON RIPRAP 1.92 34765 2065.26 341.07 16 TOE RIPRAP 3.72 34766 2068.98 340.24 17 . 0.64 34767 2069.62 339.92 18 . 2.74 34768 2072.36 339.46 19 . 1.36 34769 2073.72 339.17 20 . 3.83 34770 2077.55 338.62 21 WL LB 1740HRS 3.00 34771 2080.55 338.29 22 D0.33 2.64 34772 2083.19 338.14 23 D.48 4.39 34773 2087.58 337.98 24 D.64 5.29 34774 2092.87 337.91 25 D0.72 7.40 34775 2100.27 337.97 26 D0.64 6.87 34776 2107.14 338.07 27 D0.54 7.00 34777 2114.14 338.13 28 D.48 8.07 34778 2122.21 338.11 29 D.50 7.73 34779 2129.94 338.15 30 D0.47 8.92 34780 2138.85 338.13 31 D.49 8.52 34781 2147.38 338.06 32 D.56 6.28 34782 2153.66 337.95 33 D.67 10.64 34783 2164.30 337.95 34 D.66 8.58 34784 2172.88 337.96 35 D.66 9.16 34785 2182.04 337.82 36 D.80 6.20 X/S 13.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34786 2188.24 337.65 37 D.98 4.80 34787 2193.04 337.55 38 D1.06 6.00 34788 2199.05 337.03 39 SOUNDING FIX 1.90 34789 2200.95 336.88 40 BP 5.17 34790 2206.12 336.68 41 SOUNDING FIX 8.05 34791 2214.18 336.58 42 SOUNDING FIX 0.83 34792 2215.01 336.33 43 BP 3.16 34793 2218.16 336.38 44 BP 3.65 34794 2221.82 336.23 45 SOUNDING FIX 1.94 34795 2223.76 336.18 46 BP 6.24 34796 2230.00 336.38 47 SOUNDING FIX 6.50 34797 2236.50 336.63 48 SOUNDING FIX 7.66 34798 2244.16 336.88 49 SOUNDING FIX 2.14 34799 2246.30 336.98 50 BP 2.56 34800 2248.86 336.73 51 BP 2.06 34801 2250.92 336.78 52 BP 1.24 34802 2252.16 337.03 53 SOUNDING FIX 1.13 34803 2253.29 337.08 54 BP 1.13 34804 2254.42 337.23 55 BP 3.71 34805 2258.13 336.73 56 SOUNDING FIX 2.02 34806 2260.14 336.78 57 BP 2.72 34807 2262.86 337.15 58 D1.45 1.74 34808 2264.61 337.69 59 D.93 1.70 34809 2266.30 338.09 60 D.54 1.49 34810 2267.80 338.50 61 D.11 1.63 34811 2269.43 338.63 62 WL RB 1800HRS 1.08 34812 2270.51 338.71 63 G/L NAIL RB 2.96 34813 2273.48 338.95 64 . 4.60 34814 2278.08 339.59 65 . 7.48 34815 2285.56 340.66 66 . 8.07 34816 2293.62 342.12 67 . 6.39 34817 2300.01 343.08 68 . 5.37 34818 2305.38 343.90 69 . 3.90 34819 2309.28 344.77 70 TOE 0.66 34820 2309.94 345.15 71 SCOUR LINE 1.93 34821 2311.87 346.31 72 . 3.62 34822 2315.48 346.61 73 . 1.78 X/S 13.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 19, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34823 2317.26 346.98 74 . 0.39 34824 2317.65 347.18 75 TOP 3.37 34825 2321.01 347.75 76 G/L BOLT RB 7.95 34826 2328.97 348.66 77 AT FENCE 20.87 34827 2349.84 350.96 78 AT FENCE 5.93 34828 2355.77 351.74 79 . 4.26 34829 2360.03 351.81 80 C/L ACCESS ROAD JOIN 34750-34829 N 10d15'44" E 360.03 END X/S 14 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 351.19 0 DUMMY 2000.00 34830 2000.00 351.19 1 . 6.98 34831 2006.98 350.82 2 . 0.99 34832 2007.97 350.66 3 . 1.97 34833 2009.94 350.45 4 . 6.31 34834 2016.25 350.23 5 FENCE LINE 0.46 34835 2016.71 350.15 6 G/L BOLT LB 0.57 34836 2017.28 349.74 7 . 1.80 34837 2019.08 348.78 8 . 0.96 34838 2020.04 347.72 9 . 1.37 34839 2021.41 347.27 10 . 1.49 34840 2022.90 345.67 11 . 1.01 34841 2023.91 344.85 12 . 0.57 34842 2024.48 343.82 13 . 1.10 34843 2025.58 343.04 14 TOE BANK 1.10 34844 2026.69 342.49 15 . 4.06 34845 2030.75 341.71 16 . 5.71 34846 2036.46 340.56 17 . 1.95 34847 2038.42 340.10 18 . 1.89 34848 2040.31 339.83 19 . 2.56 34849 2042.86 339.61 20 . 0.44 34850 2043.30 339.35 21 . 3.66 34851 2046.96 339.13 22 . 0.45 34852 2047.41 338.94 23 . 3.21 34853 2050.62 338.68 24 WL LB 1125HRS 3.21 34854 2053.83 338.37 25 D0.32 1.54 34855 2055.37 338.14 26 D0.56 1.45 34856 2056.82 337.77 27 D0.91 0.93 34857 2057.76 337.66 28 D1.05 0.39 34858 2058.14 337.04 29 D1.66 1.38 34859 2059.52 336.79 30 D1.89 1.81 34860 2061.33 336.58 31 SOUNDING FIX 4.56 34861 2065.89 336.18 32 BP 1.42 34862 2067.31 336.13 33 SOUNDING FIX 7.13 34863 2074.44 336.13 34 SOUNDING FIX 5.23 34864 2079.67 336.18 35 BP 2.06 34865 2081.73 336.28 36 SOUNDING FIX 1.40 X/S 14 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34866 2083.13 336.43 37 BP 6.08 34867 2089.21 336.48 38 SOUNDING FIX 7.23 34868 2096.44 336.73 39 SOUNDING FIX 7.00 34869 2103.44 336.88 40 SOUNDING FIX 5.98 34870 2109.43 336.98 41 SOUNDING FIX 6.54 34871 2115.97 337.18 42 SOUNDING FIX 4.78 34872 2120.75 337.38 43 SOUNDING FIX 4.25 34873 2125.00 337.50 44 D1.2 0.87 34874 2125.88 338.11 45 D0.56 3.20 34875 2129.08 338.14 46 D0.51 4.98 34876 2134.06 338.16 47 D0.51 5.10 34877 2139.16 338.19 48 D0.50 6.16 34878 2145.33 338.14 49 D0.56 6.37 34879 2151.70 338.12 50 D0.56 7.64 34880 2159.34 338.07 51 D0.62 5.17 34881 2164.51 338.08 52 D0.60 6.12 34882 2170.63 338.35 53 D0.33 3.07 34883 2173.70 338.67 54 WL RB 1140HRS 1.43 34884 2175.13 338.73 55 . 2.96 34885 2178.10 338.81 56 . 3.80 34886 2181.90 338.83 57 G/L SPIKE RB 3.63 34887 2185.53 338.77 58 . 9.89 34888 2195.42 338.88 59 . 8.10 34889 2203.52 338.88 60 . 19.02 34890 2222.54 338.93 61 . 22.25 34891 2244.79 339.09 62 . 20.58 34892 2265.37 339.23 63 . 4.75 34893 2270.12 339.19 64 . 19.58 34894 2289.70 339.30 65 . 5.39 34895 2295.09 339.24 66 . 9.00 34896 2304.09 339.26 67 . 2.25 34897 2306.34 339.19 68 . 3.49 34898 2309.83 339.17 69 . 7.03 34899 2316.86 339.24 70 . 3.59 34900 2320.45 339.26 71 . 4.43 34901 2324.88 339.59 72 . 5.27 34902 2330.14 340.05 73 . 4.53 X/S 14 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 34903 2334.67 340.38 74 . 3.97 34904 2338.64 340.46 75 . 4.44 34905 2343.08 340.98 76 . 6.37 34906 2349.46 341.61 77 . 2.04 34907 2351.50 341.93 78 . 3.61 34908 2355.11 341.90 79 . 8.16 34909 2363.27 341.68 80 . 6.93 34910 2370.21 341.48 81 . 5.90 34911 2376.11 341.39 82 . 5.83 34912 2381.94 341.35 83 . 4.72 34913 2386.66 341.54 84 . 6.25 34914 2392.91 342.10 85 . 4.45 34915 2397.36 342.54 86 . 5.52 34916 2402.88 343.22 87 TRASH LINE 5.99 34917 2408.87 343.05 88 . 6.66 34918 2415.53 342.91 89 . 11.59 34919 2427.12 342.87 90 . 7.77 34920 2434.89 342.99 91 . 3.42 34921 2438.31 343.12 92 . 4.88 34922 2443.19 343.54 93 . 5.11 34923 2448.30 344.14 94 . 5.21 34924 2453.51 344.81 95 EDGE VEG HWM 3.80 34925 2457.31 345.48 96 . 2.45 34926 2459.76 346.00 97 G/L BOLT RB 5.64 34927 2465.41 346.35 98 . 13.17 34928 2478.57 346.60 99 . 20.11 34929 2498.68 347.05 100 . 19.55 34930 2518.23 347.48 101 . 14.92 34931 2533.15 347.75 102 . 17.48 34932 2550.63 348.72 103 CL S P0WER LINE JOIN 34830-34932 N 15d46'9" E 550.63 END X/S 15 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.84 0 DUMMY 2000.00 35189 2000.00 349.84 1 . 6.56 35188 2006.56 349.54 2 G/L BOLT LB 1.27 35187 2007.83 349.29 3 TOP BANK 3.21 35186 2011.04 346.68 4 . 2.82 35185 2013.87 344.99 5 . 0.62 35184 2014.48 343.82 6 TOE CUT BANK 2.29 35183 2016.77 343.18 7 . 2.71 35182 2019.49 342.65 8 . 3.80 35181 2023.28 342.44 9 . 2.70 35180 2025.98 342.48 10 . 2.67 35179 2028.65 342.13 11 . 2.20 35178 2030.85 341.89 12 TOP LEDGE 1.41 35177 2032.26 340.70 13 . 2.30 35176 2034.56 340.02 14 . 3.28 35175 2037.84 339.45 15 . 2.47 35174 2040.30 339.12 16 . 2.39 35173 2042.70 338.96 17 G/L NAIL LB 2.00 35172 2044.69 338.78 18 WL LB 1325HRS 2.87 35171 2047.56 338.63 19 D0.17 4.72 35170 2052.28 338.23 20 D.56 4.64 35169 2056.92 337.96 21 D0.83 3.77 35168 2060.69 337.98 22 D0.81 2.91 35167 2063.60 338.01 23 D0.78 5.72 35166 2069.32 337.87 24 D0.9 4.83 35165 2074.15 337.73 25 SOUNDING FIX 10.74 35164 2084.89 337.48 26 SOUNDING FIX 3.36 35163 2088.25 337.58 27 BP 10.08 35162 2098.33 337.43 28 SOUNDING FIX 1.82 35161 2100.15 337.28 29 BP 3.47 35160 2103.61 337.23 30 BP 10.24 35159 2113.85 337.53 31 SOUNDING FIX 15.22 35158 2129.07 337.58 32 SOUNDING FIX 3.08 35157 2132.16 337.58 33 BP 3.08 35156 2135.24 337.78 34 BP 8.78 35155 2144.02 337.73 35 SOUNDING FIX 13.92 35154 2157.94 337.73 36 SOUNDING FIX 4.50 X/S 15 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35153 2162.44 337.98 37 BP 5.18 35152 2167.62 338.08 38 BP 3.41 35151 2171.03 337.98 39 SOUNDING FIX 13.17 35150 2184.20 337.68 40 SOUNDING FIX 13.42 35149 2197.62 337.58 41 SOUNDING FIX 11.86 35148 2209.48 337.53 42 SOUNDING FIX 3.76 35147 2213.25 337.63 43 BP 6.52 35146 2219.76 337.58 44 BP 2.75 35145 2222.51 337.73 45 SOUNDING FIX 2.47 35144 2224.98 337.93 46 BP 1.73 35143 2226.71 337.88 47 BP 1.73 35142 2228.44 337.78 48 BP 2.34 35141 2230.78 337.93 49 BP 2.70 35140 2233.48 337.83 50 D.95 4.39 35139 2237.88 337.94 51 D0.82 4.75 35138 2242.62 337.89 52 D0.90 4.54 35137 2247.16 337.91 53 D0.88 3.49 35136 2250.65 337.89 54 D0.9 2.51 35135 2253.16 337.95 55 D0.85 2.27 35134 2255.43 338.17 56 D0.63 0.88 35133 2256.31 338.36 57 D0.45 1.32 35132 2257.63 338.48 58 D.28 2.46 35131 2260.09 338.77 59 WL RB 1310HRS 0.74 35130 2260.83 338.94 60 . 0.12 35129 2260.95 338.95 61 . 2.69 35128 2263.64 339.31 62 . 1.00 35127 2264.63 339.55 63 . 2.71 35126 2267.34 339.95 64 . 1.80 35125 2269.15 340.41 65 . 1.23 35124 2270.38 341.12 66 . 2.26 35123 2272.64 341.50 67 . 2.29 35122 2274.93 342.38 68 . 3.26 35121 2278.19 342.62 69 . 2.95 35120 2281.14 342.94 70 . 2.39 35119 2283.53 343.23 71 . 2.41 35118 2285.94 343.72 72 . 1.07 35117 2287.02 343.98 73 . 2.00 X/S 15 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35116 2289.01 344.12 74 . 3.43 35115 2292.44 344.33 75 . 5.74 35114 2298.18 344.40 76 . 2.69 35113 2300.87 344.31 77 . 2.93 35112 2303.80 344.65 78 . 3.08 35111 2306.88 344.84 79 . 3.78 35110 2310.66 345.03 80 G/L BOLT RB 1.05 35109 2311.71 345.04 81 FENCE LINE 2.39 35108 2314.09 345.17 82 . 7.67 35107 2321.76 345.34 83 . 4.84 35106 2326.60 345.05 84 . 7.50 35105 2334.10 344.79 85 . 4.31 35104 2338.41 344.90 86 . 3.71 35103 2342.12 345.17 87 . 4.25 35102 2346.38 345.85 88 . 4.34 35101 2350.72 346.25 89 TOP RIDGE 4.78 35100 2355.50 346.30 90 TOP RIDGE JOIN 35189-35100 N 11d9'36" E 355.50 END X/S 15.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 351.64 0 DUMMY 2000.00 35190 2000.00 351.64 1 . 6.08 35191 2006.08 351.24 2 . 0.88 35192 2006.96 351.27 3 G/L BOLT LB 1.90 35193 2008.86 351.19 4 TOP BANK 2.89 35194 2011.75 348.58 5 ON SLOPE 1.48 35195 2013.23 347.30 6 ON SLOPE 3.29 35196 2016.52 343.65 7 TOE BANK 1.41 35197 2017.93 343.24 8 . 1.42 35198 2019.35 342.86 9 . 2.04 35199 2021.39 342.60 10 . 3.64 35200 2025.03 342.26 11 TOP BENCH 0.40 35201 2025.43 341.11 12 TOE CUT 4.33 35202 2029.76 340.33 13 . 1.86 35203 2031.62 339.48 14 . 5.39 35204 2037.02 339.05 15 . 0.49 35205 2037.51 338.83 16 WL LB 1525HRS 1.76 35206 2039.27 338.57 17 D0.25 1.49 35207 2040.77 338.37 18 D0.48 1.27 35208 2042.04 338.13 19 D0.72 1.82 35209 2043.86 338.12 20 D0.72 2.53 35210 2046.39 337.84 21 D1.0 0.61 35211 2047.00 337.67 22 D1.16 4.97 35212 2051.97 337.13 23 SOUNDING FIX 11.05 35213 2063.01 336.58 24 SOUNDING FIX 3.50 35214 2066.51 336.53 25 BP 8.60 35215 2075.11 335.93 26 SOUNDING FIX 12.49 35216 2087.60 335.13 27 SOUNDING FIX 5.23 35217 2092.83 334.93 28 BP 7.30 35218 2100.12 334.78 29 SOUNDING FIX 1.94 35219 2102.06 334.73 30 BP 3.10 35220 2105.16 334.83 31 BP 3.75 35221 2108.91 334.68 32 BP 1.94 35222 2110.85 334.66 33 SOUNDING FIX 5.73 35223 2116.58 334.63 34 BP 4.27 35224 2120.85 335.03 35 BP 2.32 35225 2123.17 335.08 36 SOUNDING FIX 4.69 X/S 15.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35226 2127.85 335.23 37 BP 7.03 35227 2134.89 335.93 38 SOUNDING FIX 7.93 35228 2142.81 336.98 39 SOUNDING FIX 4.25 35229 2147.07 337.65 40 D1.17 2.83 35230 2149.90 338.02 41 D0.81 2.65 35231 2152.54 338.52 42 D0.30 2.17 35232 2154.71 338.83 43 WL RB 1530HRS 2.81 35233 2157.52 339.31 44 . 2.96 35234 2160.48 339.66 45 . 2.79 35235 2163.27 339.93 46 . 4.73 35236 2168.01 340.56 47 . 1.38 35237 2169.39 340.65 48 G/L SPIKE RB 3.76 35238 2173.15 341.01 49 . 4.62 35239 2177.77 341.65 50 . 2.12 35240 2179.89 342.01 51 . 4.60 35241 2184.50 342.84 52 . 3.19 35242 2187.68 343.35 53 TOE BANK 1.59 35243 2189.27 344.41 54 ON SLOPE 1.39 35244 2190.66 346.29 55 ON SLOPE 1.56 35245 2192.23 347.26 56 ON SLOPE 1.68 35246 2193.91 348.70 57 TOP 2.27 35247 2196.18 348.95 58 . 2.11 35248 2198.29 349.31 59 G/L BOLT RB 0.28 35249 2198.57 349.31 60 FENCE LINE 4.67 35250 2203.24 349.52 61 . 4.34 35251 2207.58 349.99 62 . 4.13 35252 2211.71 350.59 63 . 0.94 35253 2212.65 350.85 64 . 5.60 35254 2218.25 351.18 65 . 2.52 35255 2220.76 351.84 66 . 2.30 35256 2223.06 352.16 67 POWER LINE JOIN 35190-35256 N 11d32'23" W 223.06 END X/S 16 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 353.12 0 DUMMY 2000.00 41350 2000.00 353.12 1 REF '73 SURVEY 11.44 35347 2011.44 350.20 2 RR FENCE LINE 5.01 35346 2016.45 349.99 3 . 6.33 35345 2022.78 349.79 4 . 6.59 35344 2029.37 349.87 5 . 3.41 35343 2032.77 349.63 6 G/L BOLT LB 1.53 35342 2034.31 349.62 7 . 2.45 35341 2036.76 348.48 8 . 3.46 35340 2040.22 348.41 9 TOP CUT BANK 3.10 35339 2043.32 345.80 10 . 1.14 35338 2044.46 344.80 11 TRASH LINE 2.21 35337 2046.66 343.92 12 . 2.07 35336 2048.73 343.37 13 . 2.54 35335 2051.27 342.87 14 . 0.52 35334 2051.79 342.13 15 . 2.31 35333 2054.11 341.71 16 TOE BANK 0.58 35332 2054.69 340.99 17 . 5.27 35331 2059.95 340.04 18 . 5.05 35330 2065.00 339.60 19 . 4.47 35329 2069.47 339.33 20 . 1.52 35328 2070.99 339.21 21 . 4.30 35327 2075.29 339.04 22 . 1.84 35326 2077.13 339.01 23 . 0.67 35325 2077.80 338.84 24 WL LB 1715HRS 2.29 35324 2080.09 338.57 25 D0.28 1.34 35323 2081.43 338.12 26 D.71 1.40 35322 2082.83 337.48 27 D1.35 7.08 35321 2089.91 336.14 28 SOUNDING FIX 5.40 35320 2095.31 336.49 29 SOUNDING FIX 1.51 35319 2096.82 336.59 30 BP 4.42 35318 2101.24 336.64 31 SOUNDING FIX 2.96 35317 2104.20 336.67 32 BP 4.17 35316 2108.37 336.89 33 SOUNDING FIX 3.76 35315 2112.14 337.04 34 BP 4.48 35314 2116.61 336.94 35 SOUNDING FIX 11.72 35313 2128.33 336.79 36 SOUNDING FIX 1.49 X/S 16 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35312 2129.82 336.89 37 BP 2.71 35311 2132.53 337.24 38 BP 8.58 35310 2141.11 337.19 39 SOUNDING FIX 10.07 35309 2151.18 337.24 40 SOUNDING FIX 10.29 35308 2161.47 337.04 41 SOUNDING FIX 2.25 35307 2163.72 336.94 42 BP 6.03 35306 2169.76 337.14 43 SOUNDING FIX 10.25 35305 2180.01 337.44 44 SOUNDING FIX 9.82 35304 2189.83 337.19 45 SOUNDING FIX 7.44 35303 2197.28 337.09 46 SOUNDING FIX 10.09 35302 2207.36 337.14 47 SOUNDING FIX 7.60 35301 2214.96 337.29 48 SOUNDING FIX 3.64 35300 2218.61 337.34 49 BP 3.79 35299 2222.40 337.29 50 SOUNDING FIX 3.11 35298 2225.51 337.24 51 BP 3.62 35297 2229.13 337.74 52 SOUNDING FIX 1.59 35296 2230.72 337.64 53 BP 1.67 35295 2232.39 337.73 54 D1.12 1.55 35294 2233.94 337.79 55 D1.05 0.99 35293 2234.93 338.07 56 D.80 0.47 35292 2235.40 338.05 57 D.79 2.49 35291 2237.89 338.27 58 D0.60 2.51 35290 2240.39 338.47 59 D0.40 3.05 35289 2243.44 338.64 60 D0.21 1.84 35288 2245.28 338.85 61 WL RB 1700HRS 0.13 35287 2245.42 338.98 62 . 2.19 35286 2247.61 339.20 63 . 4.01 35285 2251.62 339.48 64 . 0.54 35284 2252.15 339.86 65 . 1.94 35283 2254.09 340.07 66 . 1.23 35282 2255.32 340.50 67 . 0.77 35281 2256.08 341.08 68 . 3.59 35280 2259.68 342.11 69 . 1.56 35279 2261.24 342.41 70 . 0.57 35278 2261.81 343.13 71 TOP BANK 1.44 35277 2263.25 343.42 72 . 4.85 35276 2268.09 343.44 73 . 1.46 X/S 16 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 20, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35275 2269.55 343.49 74 G/L BOLT RB 5.70 35274 2275.25 343.45 75 . 7.74 35273 2282.99 343.64 76 . 6.40 35272 2289.39 343.80 77 . 8.94 35271 2298.33 344.01 78 . 6.56 35270 2304.89 344.35 79 . 9.61 35269 2314.50 344.65 80 UTIL LINE 6.90 35268 2321.40 344.78 81 . 5.29 35267 2326.69 345.06 82 . 6.33 35266 2333.02 345.91 83 . 3.03 35265 2336.05 346.52 84 . 2.10 35264 2338.15 347.55 85 . 2.96 35263 2341.12 348.60 86 . 1.89 35262 2343.01 349.04 87 POWER LINE 0.68 35261 2343.69 349.07 88 FENCE LINE 4.02 35260 2347.71 349.21 89 ON BENCH JOIN 41350-35260 N 8d35'10" E 347.71 END X/S 17 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 353.10 0 DUMMY 2000.00 41392 2000.00 353.10 1 REF '73 SURVEY 1.66 35350 2001.66 352.99 2 C/L NORTH TRACK 2.00 35351 2003.66 352.99 3 TOP BALLAST 1.71 35352 2005.37 352.35 4 . 2.96 35353 2008.33 350.71 5 TOE RR BALLAST 1.74 35354 2010.06 350.51 6 . 2.32 35355 2012.38 350.55 7 G/L BLT LB FENCE 4.99 35356 2017.37 350.48 8 . 3.93 35357 2021.30 350.50 9 TOP CUT BANK 1.68 35358 2022.99 348.70 10 ON SLOPE 2.64 35359 2025.63 346.21 11 ON SLOPE 1.70 35360 2027.33 342.55 12 TOE CUT BANK 1.33 35361 2028.66 342.13 13 . 3.75 35362 2032.41 341.52 14 . 0.22 35363 2032.63 341.38 15 . 3.58 35364 2036.20 340.91 16 . 0.60 35365 2036.81 340.66 17 . 1.75 35366 2038.56 340.08 18 . 2.46 35367 2041.02 339.71 19 . 1.94 35368 2042.95 339.47 20 . 5.33 35369 2048.28 339.12 21 . 1.67 35370 2049.95 338.90 22 WL LB 0955HRS 2.32 35371 2052.26 338.61 23 D0.28 2.24 35372 2054.50 338.25 24 D0.66 2.04 35373 2056.54 338.01 25 D0.88 2.04 35374 2058.58 337.81 26 D1.1 2.20 35375 2060.78 337.49 27 SOUNDING FIX 12.48 35376 2073.26 337.39 28 SOUNDING FIX 13.79 35377 2087.05 337.79 29 SOUNDING FIX 4.89 35378 2091.94 337.99 30 BP 8.15 35379 2100.09 338.04 31 SOUNDING FIX 13.71 35380 2113.80 337.94 32 SOUNDING FIX 6.00 35381 2119.80 337.99 33 BP 4.40 35382 2124.20 338.04 34 BP 5.20 35383 2129.40 338.09 35 SOUNDING FIX 12.97 35384 2142.37 338.14 36 SOUNDING FIX 8.75 X/S 17 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35385 2151.13 338.09 37 BP 5.65 35386 2156.77 337.94 38 SOUNDING FIX 14.28 35387 2171.05 338.04 39 SOUNDING FIX 14.20 35388 2185.25 337.94 40 SOUNDING FIX 20.32 35389 2205.57 337.79 41 SOUNDING FIX 13.73 35390 2219.30 337.64 42 BP 4.67 35391 2223.97 337.54 43 SOUNDING FIX 8.05 35392 2232.02 337.84 44 BP 3.75 35393 2235.77 337.92 45 SOUNDING FIX 9.09 35394 2244.86 337.94 46 SOUNDING FIX 3.64 35395 2248.50 337.96 47 D.93 4.59 35396 2253.09 338.08 48 D0.82 5.25 35397 2258.34 338.05 49 D.83 1.85 35398 2260.19 337.98 50 D0.90 1.47 35399 2261.66 338.43 51 D0.44 1.75 35400 2263.41 338.69 52 D.19 1.11 35401 2264.52 338.87 53 WL RB 1005HRS 0.22 35402 2264.75 339.02 54 . 0.65 35403 2265.39 339.10 55 . 0.90 35404 2266.29 339.35 56 . 4.14 35405 2270.43 340.33 57 . 1.87 35406 2272.29 340.99 58 . 3.25 35407 2275.55 341.90 59 . 0.73 35408 2276.28 342.24 60 . 1.29 35409 2277.56 342.93 61 TOE CUT BANK 0.41 35410 2277.97 344.33 62 TOP CUT BANK 1.36 35411 2279.33 344.48 63 G/L SPIKE RB 4.74 35412 2284.07 344.68 64 . 5.45 35413 2289.52 344.91 65 . 5.62 35414 2295.14 345.08 66 G/L BOLT RB 7.79 35415 2302.93 345.23 67 FIELD LEVEL 8.26 35416 2311.20 345.78 68 FIELD 14.87 35417 2326.07 347.41 69 . 14.63 35418 2340.70 349.03 70 TOP FEILD 11.47 35419 2352.17 349.40 71 . JOIN 41392-35419 N 5d56'39" E 352.17 END X/S 18 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.53 0 DUMMY 2000.00 35490 2000.00 352.53 1 TOP BALLAST 0.33 35489 2000.33 352.14 2 . 4.20 35488 2004.52 351.82 3 . 2.41 35487 2006.94 351.11 4 . 2.24 35486 2009.17 350.24 5 . 7.27 35485 2016.44 350.27 6 C/L ROAD 13.27 35484 2029.71 350.17 7 . 3.58 35483 2033.29 350.10 8 G/L BOLT LB 0.47 35482 2033.77 349.85 9 TOP BANK 1.45 35481 2035.22 348.70 10 . 4.57 35480 2039.79 345.76 11 . 2.69 35479 2042.49 344.55 12 TOE 3.15 35478 2045.63 343.69 13 . 2.72 35477 2048.35 343.12 14 . 2.87 35476 2051.22 342.71 15 . 3.85 35475 2055.07 342.54 16 G/L SPIKE LB 2.55 35474 2057.62 342.52 17 TOP CUT BANK 0.26 35473 2057.88 341.98 18 TOE CUT BANK 1.74 35472 2059.62 341.03 19 . 2.70 35471 2062.32 340.45 20 . 0.52 35470 2062.84 340.08 21 . 2.99 35469 2065.83 339.87 22 . 0.87 35468 2066.70 339.59 23 . 0.93 35467 2067.63 339.43 24 . 4.45 35466 2072.08 339.29 25 . 1.17 35465 2073.26 339.14 26 . 2.32 35464 2075.57 339.01 27 . 0.34 35463 2075.92 338.91 28 WL LB 1130HRS 2.53 35462 2078.44 338.67 29 D.24 3.36 35461 2081.80 338.24 30 D0.67 2.07 35460 2083.87 337.74 31 D1.16 1.27 35459 2085.14 337.72 32 SOUNDING FIX 5.69 35458 2090.83 336.92 33 BP 5.04 35457 2095.87 336.82 34 SOUNDING FIX 3.87 35456 2099.75 336.87 35 BP 5.63 35455 2105.37 336.57 36 SOUNDING FIX 11.53 X/S 18 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35454 2116.90 336.32 37 SOUNDING FIX 3.11 35453 2120.01 336.37 38 BP 2.66 35452 2122.67 336.62 39 BP 5.33 35451 2128.00 336.77 40 BP 5.92 35450 2133.92 336.72 41 SOUNDING FIX 10.89 35449 2144.82 336.67 42 BP 5.45 35448 2150.26 336.57 43 SOUNDING FIX 15.28 35447 2165.54 336.32 44 SOUNDING FIX 11.87 35446 2177.40 336.22 45 BP 6.28 35445 2183.69 336.32 46 SOUNDING FIX 15.07 35444 2198.76 336.52 47 SOUNDING FIX 12.42 35443 2211.18 336.92 48 SOUNDING FIX 2.06 35442 2213.24 337.07 49 BP 5.05 35441 2218.29 337.17 50 BP 3.79 35440 2222.08 337.12 51 SOUNDING FIX 3.85 35439 2225.93 337.17 52 D1.76 2.02 35438 2227.95 337.81 53 D1.11 1.02 35437 2228.98 338.59 54 D.35 2.11 35436 2231.09 338.93 55 WL RB 1120HRS 0.26 35435 2231.35 339.10 56 . 2.46 35434 2233.82 339.44 57 . 1.06 35433 2234.88 339.59 58 . 2.31 35432 2237.19 340.04 59 . 1.65 35431 2238.84 340.45 60 . 2.06 35430 2240.90 340.99 61 . 2.07 35429 2242.97 341.73 62 . 1.66 35428 2244.63 342.89 63 . 1.42 35427 2246.05 345.93 64 . 1.48 35426 2247.54 346.72 65 . 2.45 35425 2249.98 348.65 66 . 1.60 35424 2251.58 349.57 67 ON SLOPE 1.24 35423 2252.83 350.52 68 TOP BANK 2.51 35422 2255.34 350.85 69 G/L BOLT RB 0.16 35421 2255.50 350.84 70 FENCE LINE 2.94 35420 2258.44 350.92 71 . JOIN 35490-35420 N 6d3'11" W 258.44 END X/S 18.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.34 0 DUMMY 2000.00 35500 2000.00 350.34 1 C/L ROAD 3.84 35501 2003.84 350.29 2 EDGE ROAD 1.96 35502 2005.80 350.24 3 . 2.41 35503 2008.21 349.93 4 . 7.46 35504 2015.67 349.83 5 . 5.85 35505 2021.52 349.64 6 . 3.43 35506 2024.95 348.92 7 . 5.87 35507 2030.82 348.10 8 FENCE LINE 6.25 35508 2037.08 347.98 9 . 4.40 35509 2041.47 347.79 10 TOP BENCH 1.75 35510 2043.23 347.09 11 . 5.69 35511 2048.92 344.33 12 . 0.83 35512 2049.75 344.06 13 G/L BOLT LB TOE 1.67 35513 2051.42 343.80 14 LAWN LEVEL 4.41 35514 2055.82 343.56 15 TOP RIP RAP 1.90 35515 2057.72 342.81 16 ON RIP RAP 2.18 35516 2059.90 341.08 17 TOE RIP RAP 3.68 35517 2063.58 340.19 18 . 3.13 35518 2066.71 339.54 19 . 4.81 35519 2071.52 338.93 20 WL LB 1300HRS 3.36 35520 2074.88 338.61 21 D0.32 1.73 35521 2076.61 338.32 22 D0.63 3.55 35522 2080.17 338.13 23 D0.82 3.84 35523 2084.01 338.09 24 D0.85 3.76 35524 2087.77 338.15 25 D0.79 4.19 35525 2091.96 337.97 26 D0.98 1.82 35526 2093.78 337.87 27 D1.07 9.00 35527 2102.77 337.94 28 SOUNDING FIX 8.48 35528 2111.26 338.09 29 BP 2.58 35529 2113.84 337.99 30 SOUNDING FIX 4.30 35530 2118.14 337.89 31 BP 4.30 35531 2122.44 337.44 32 BP 4.73 35532 2127.17 337.29 33 SOUNDING FIX 4.86 35533 2132.02 337.19 34 BP 1.62 35534 2133.64 337.29 35 BP 2.24 35535 2135.89 337.34 36 BP 5.11 X/S 18.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35536 2140.99 337.14 37 SOUNDING FIX 14.81 35537 2155.81 336.79 38 SOUNDING FIX 6.48 35538 2162.29 336.44 39 BP 7.43 35539 2169.71 336.49 40 SOUNDING FIX 3.18 35540 2172.90 336.64 41 BP 11.57 35541 2184.47 336.09 42 SOUNDING FIX 8.89 35542 2193.36 336.07 43 BP 2.26 35543 2195.62 335.94 44 BP 2.52 35544 2198.14 335.89 45 SOUNDING FIX 10.05 35545 2208.19 336.09 46 SOUNDING FIX 3.89 35546 2212.08 335.99 47 BP 6.01 35547 2218.09 335.49 48 BP 2.12 35548 2220.21 335.54 49 SOUNDING FIX 1.91 35549 2222.11 335.69 50 BP 5.56 35550 2227.67 337.04 51 SOUNDING FIX 0.94 35551 2228.61 337.43 52 D1.5 0.86 35552 2229.46 337.94 53 D1.0 1.11 35553 2230.58 338.51 54 D0.43 2.35 35554 2232.93 338.94 55 WL RB 1305HRS 0.32 35555 2233.25 339.20 56 . 3.85 35556 2237.10 339.45 57 . 0.66 35557 2237.76 339.66 58 . 2.24 35558 2240.00 339.75 59 . 1.30 35559 2241.30 339.93 60 G/L SPIKE RB 2.15 35560 2243.45 340.12 61 . 0.45 35561 2243.89 340.35 62 . 3.25 35562 2247.14 340.92 63 . 2.88 35563 2250.02 341.69 64 . 0.72 35564 2250.74 342.07 65 . 2.39 35565 2253.13 342.29 66 . 1.68 35566 2254.81 342.63 67 TOE 0.31 35567 2255.11 343.05 68 . 3.08 35568 2258.19 343.64 69 . 1.69 35569 2259.88 344.08 70 TOE 1.57 35570 2261.45 345.23 71 . 1.63 35571 2263.08 346.57 72 . 0.69 35572 2263.77 346.75 73 . 0.91 X/S 18.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35573 2264.67 347.54 74 TOP BANK 1.67 35574 2266.34 347.88 75 . 3.71 35575 2270.05 347.76 76 . 3.94 35576 2274.00 347.90 77 G/L BOLT RB 2.44 35577 2276.44 347.70 78 . 3.21 35578 2279.64 347.68 79 . 3.77 35579 2283.41 348.12 80 . 2.30 35580 2285.71 348.21 81 . 10.51 35581 2296.23 348.81 82 . JOIN 35500-35581 N 16d4'47" W 296.23 END X/S 19 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.01 0 DUMMY 2000.00 35659 2000.00 350.01 1 RR FENCE LINE 10.26 35658 2010.26 349.83 2 . 14.36 35657 2024.62 349.44 3 . 12.71 35656 2037.33 349.03 4 . 4.17 35655 2041.50 348.74 5 G/L BOLT LB 0.64 35654 2042.14 348.62 6 TOP BANK 1.70 35653 2043.84 347.60 7 . 1.80 35652 2045.63 345.35 8 ON SLOPE 1.28 35651 2046.91 344.36 9 . 1.43 35650 2048.34 343.12 10 TOE SLOPE 2.63 35649 2050.98 342.52 11 . 5.11 35648 2056.09 341.44 12 . 3.47 35647 2059.56 340.81 13 . 2.49 35646 2062.04 340.57 14 TOE 6.02 35645 2068.06 340.45 15 . 11.41 35644 2079.47 340.27 16 . 11.33 35643 2090.80 340.06 17 . 3.46 35642 2094.26 339.96 18 G/L NAIL LB 2.40 35641 2096.66 339.92 19 . 3.89 35640 2100.55 339.80 20 . 2.17 35639 2102.73 339.49 21 . 1.63 35638 2104.36 339.33 22 . 5.38 35637 2109.74 339.09 23 . 0.88 35636 2110.62 338.96 24 WL LB 1515HRS 1.16 35635 2111.78 338.81 25 D0.15 2.41 35634 2114.19 338.50 26 D0.46 3.17 35633 2117.36 338.14 27 D0.82 2.45 35632 2119.81 337.87 28 D1.1 2.12 35631 2121.93 337.47 29 BP 0.85 35630 2122.77 335.87 30 SOUNDING FIX 5.01 35629 2127.79 335.37 31 BP 1.11 35628 2128.90 334.72 32 BP 1.86 35627 2130.76 334.77 33 SOUNDING FIX 2.98 35626 2133.74 335.17 34 BP 2.34 35625 2136.08 335.27 35 BP 2.66 35624 2138.75 335.22 36 BP 1.28 X/S 19 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35623 2140.03 335.32 37 SOUNDING FIX 6.71 35622 2146.73 335.72 38 BP 2.74 35621 2149.48 335.72 39 SOUNDING FIX 2.94 35620 2152.41 335.67 40 BP 7.07 35619 2159.49 335.82 41 SOUNDING FIX 10.03 35618 2169.52 336.22 42 SOUNDING FIX 9.96 35617 2179.48 336.77 43 SOUNDING FIX 10.39 35616 2189.87 337.22 44 SOUNDING FIX 9.14 35615 2199.01 337.57 45 SOUNDING FIX 9.12 35614 2208.13 337.77 46 SOUNDING FIX 4.09 35613 2212.22 337.97 47 D1.0 3.06 35612 2215.28 338.08 48 D0.88 4.59 35611 2219.87 338.33 49 D0.63 3.91 35610 2223.79 338.44 50 D0.54 3.78 35609 2227.57 338.55 51 D0.41 3.84 35608 2231.41 338.68 52 D.30 2.73 35607 2234.14 338.97 53 WL RB 1510HRS 2.14 35606 2236.28 339.24 54 . 3.17 35605 2239.45 339.58 55 . 1.27 35604 2240.72 339.95 56 . 3.01 35603 2243.73 340.61 57 . 2.97 35602 2246.70 341.67 58 TOE CUT 0.93 35601 2247.62 342.67 59 TOP CUT BANK 3.29 35600 2250.91 343.40 60 . 2.08 35599 2252.99 343.93 61 . 2.85 35598 2255.84 344.57 62 . 0.66 35597 2256.50 345.26 63 . 2.51 35596 2259.01 346.85 64 . 1.12 35595 2260.13 347.52 65 TOP 0.85 35594 2260.99 347.71 66 G/L BOLT RB 4.30 35593 2265.28 347.66 67 FENCE LINE 0.77 35592 2266.06 347.62 68 FIELD LEVEL 42.64 35591 2308.70 348.04 69 . 9.10 35590 2317.80 348.87 70 ON SLOPE JOIN 35659-35590 N 31d26'34" E 317.80 END X/S 20 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.43 0 DUMMY 2000.00 35739 2000.00 350.43 1 C/L NORTH TRACK 1.40 35738 2001.40 350.44 2 TOP BALLAST 1.24 35737 2002.63 349.96 3 . 1.02 35736 2003.66 350.12 4 TOP 4.01 35735 2007.67 347.40 5 ON SLOPE 3.13 35734 2010.79 345.50 6 TOE DITCH 1.09 35733 2011.88 345.52 7 TOE DITCH 2.62 35732 2014.50 346.21 8 RR FENCE LINE 3.10 35731 2017.60 346.21 9 FIELD LEVEL 2.83 35730 2020.43 346.62 10 . 1.53 35729 2021.96 346.68 11 . 8.25 35728 2030.22 347.00 12 . 10.10 35727 2040.32 347.20 13 . 12.93 35726 2053.24 347.34 14 . 8.96 35725 2062.20 347.32 15 . 3.40 35724 2065.60 347.17 16 G/L BOLT LB 0.82 35723 2066.42 346.92 17 . 1.71 35722 2068.14 346.35 18 . 3.26 35721 2071.40 346.07 19 TOP 1.63 35720 2073.03 345.14 20 . 3.42 35719 2076.45 343.84 21 . 2.22 35718 2078.68 343.23 22 . 3.21 35717 2081.89 342.68 23 . 4.38 35716 2086.27 342.42 24 . 2.80 35715 2089.07 341.77 25 . 0.21 35714 2089.28 341.63 26 . 1.38 35713 2090.66 341.40 27 . 1.43 35712 2092.09 340.84 28 . 4.05 35711 2096.14 340.25 29 . 3.19 35710 2099.34 339.90 30 . 3.12 35709 2102.46 339.56 31 . 7.19 35708 2109.65 339.32 32 . 8.30 35707 2117.95 339.21 33 . 8.75 35706 2126.70 339.06 34 . 2.56 35705 2129.26 339.13 35 . 1.52 35704 2130.78 339.22 36 . 6.17 X/S 20 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35703 2136.95 339.07 37 . 4.34 35702 2141.29 339.02 38 . 1.51 35701 2142.79 339.06 39 . 1.64 35700 2144.44 339.12 40 G/L SPIKE LB 1.79 35699 2146.23 338.98 41 . 2.11 35698 2148.34 338.97 42 WL LB 1700HRS 7.12 35697 2155.46 338.83 43 D0.15 8.22 35696 2163.67 338.69 44 D0.29 1.87 35695 2165.54 338.51 45 D0.47 1.82 35694 2167.36 338.53 46 D0.44 6.52 35693 2173.88 338.34 47 D0.61 8.47 35692 2182.35 338.04 48 D0.95 2.50 35691 2184.85 338.00 49 SOUNDING FIX 9.87 35690 2194.72 337.97 50 SOUNDING FIX 12.38 35689 2207.09 337.72 51 SOUNDING FIX 10.32 35688 2217.41 337.42 52 SOUNDING FIX 10.49 35687 2227.90 337.22 53 SOUNDING FIX 6.63 35686 2234.54 336.97 54 BP 5.74 35685 2240.27 336.92 55 SOUNDING FIX 4.56 35684 2244.83 336.87 56 BP 6.38 35683 2251.21 337.07 57 SOUNDING FIX 11.65 35682 2262.86 337.12 58 SOUNDING FIX 1.87 35681 2264.74 337.17 59 BP 3.51 35680 2268.25 337.32 60 BP 5.97 35679 2274.22 336.82 61 SOUNDING FIX 7.65 35678 2281.87 336.47 62 BP 3.08 35677 2284.95 336.52 63 SOUNDING FIX 4.77 35676 2289.72 337.49 64 D1.48 1.13 35675 2290.85 338.02 65 D0.97 1.53 35674 2292.37 338.57 66 D0.40 3.27 35673 2295.64 338.97 67 WL RB 1650HRS 2.01 35672 2297.65 339.15 68 . 2.10 35671 2299.74 339.47 69 . 1.34 35670 2301.08 339.77 70 . 3.87 35669 2304.95 340.48 71 . 2.12 35668 2307.07 341.03 72 TOE CUT BANK 3.42 35667 2310.49 343.29 73 ON SLOPE 1.39 X/S 20 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35666 2311.87 344.89 74 ON SLOPE 0.45 35665 2312.32 346.18 75 TOP CUT BANK 2.48 35664 2314.80 346.13 76 . 2.37 35663 2317.17 346.21 77 G/L BOLT RB 0.61 35662 2317.77 346.32 78 TOE CUT BANK 1.78 35661 2319.56 349.32 79 TOP BANK 5.00 35660 2324.56 349.32 80 FIELD LEVEL JOIN 35739-35660 N 23d46'5" W 324.56 END X/S 21 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.25 0 DUMMY 2000.00 35740 2000.00 349.25 1 C/L FURRER RD 22.07 35741 2022.07 348.80 2 EDGE PAVEMENT 51.88 35742 2073.95 348.22 3 EDGE PAVEMENT 43.36 35743 2117.31 347.46 4 EDGE PAVEMENT 37.81 35744 2155.12 346.80 5 EDGE PAVEMENT 63.44 35745 2218.57 346.12 6 C/L CHUCAR RD 4.67 35746 2223.24 345.99 7 EDGE PAVEMENT 2.86 35747 2226.10 345.95 8 . 10.29 35748 2236.39 345.84 9 . 12.00 35749 2248.39 345.65 10 . 8.57 35750 2256.96 345.58 11 . 7.78 35751 2264.74 345.63 12 . 2.32 35752 2267.06 345.82 13 . 0.41 35753 2267.47 345.93 14 G/L BOLT LB 0.77 35754 2268.24 346.07 15 TOP MOUND 0.59 35755 2268.83 345.99 16 TOP MOUND 1.06 35756 2269.89 345.51 17 . 1.24 35757 2271.13 344.70 18 . 1.25 35758 2272.38 343.96 19 . 1.11 35759 2273.50 343.41 20 TOP CULV H WALL 0.24 35760 2273.73 342.34 21 CULV INV 1.21 35761 2274.94 342.40 22 END SLAB 1.21 35762 2276.15 341.97 23 . 1.86 35763 2278.00 341.29 24 . 2.94 35764 2280.94 340.58 25 . 2.27 35765 2283.21 340.17 26 . 5.16 35766 2288.37 339.78 27 . 0.81 35767 2289.18 339.63 28 . 4.13 35768 2293.31 339.36 29 . 1.54 35769 2294.85 338.99 30 WL LB 1750HRS 2.21 35770 2297.06 338.84 31 D0.17 3.30 35771 2300.36 338.52 32 D0.50 1.62 35772 2301.99 338.37 33 D0.66 2.35 35773 2304.34 338.10 34 D0.91 1.98 35774 2306.32 337.94 35 D1.07 0.99 35775 2307.31 337.89 36 SOUNDING FIX 11.11 X/S 21 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35776 2318.42 337.74 37 SOUNDING FIX 12.73 35777 2331.15 337.59 38 SOUNDING FIX 15.62 35778 2346.77 337.39 39 SOUNDING FIX 15.72 35779 2362.49 337.24 40 SOUNDING FIX 7.41 35780 2369.90 337.19 41 BP 7.89 35781 2377.79 336.94 42 SOUNDING FIX 17.77 35782 2395.57 336.84 43 SOUNDING FIX 16.52 35783 2412.08 336.79 44 SOUNDING FIX 16.22 35784 2428.31 336.64 45 SOUNDING FIX 4.27 35785 2432.57 336.74 46 BP 9.70 35786 2442.27 336.74 47 SOUNDING FIX 10.40 35787 2452.67 336.69 48 SOUNDING FIX 3.25 35788 2455.93 336.69 49 BP 2.42 35789 2458.35 336.44 50 BP 1.32 35790 2459.67 336.49 51 SOUNDING FIX 1.04 35791 2460.71 336.69 52 BP 2.14 35792 2462.85 336.79 53 BP 2.08 35793 2464.93 337.24 54 BP 1.59 35794 2466.52 337.44 55 SOUNDING FIX 0.87 35795 2467.38 337.53 56 D1.47 1.31 35796 2468.69 338.07 57 D0.93 1.50 35797 2470.20 338.55 58 D.46 2.44 35798 2472.63 338.84 59 D.16 0.99 35799 2473.62 338.98 60 WL RB 1805HRS 0.26 35800 2473.89 339.15 61 . 2.46 35801 2476.35 339.44 62 . 2.54 35802 2478.88 339.65 63 . 1.80 35803 2480.68 340.06 64 . 1.21 35804 2481.90 340.24 65 TOE 1.68 35805 2483.58 341.47 66 . 2.45 35806 2486.02 342.15 67 . 1.76 35807 2487.78 342.60 68 . 2.98 35808 2490.77 343.50 69 . 0.82 35809 2491.59 344.39 70 . 0.83 35810 2492.42 344.69 71 . 0.34 35811 2492.76 345.00 72 G/L BOLT RB 2.59 35812 2495.35 347.46 73 ON SLOPE 2.90 X/S 21 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 21, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35813 2498.24 350.09 74 ON SLOPE 1.68 35814 2499.93 351.94 75 ON SLOPE JOIN 35740-35814 N 0d22'22" E 499.93 END X/S 21.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.94 0 DUMMY 2000.00 35820 2000.00 347.94 1 LAWN 6.98 35821 2006.98 347.07 2 . 1.19 35822 2008.17 346.97 3 EDGE ROAD 3.73 35823 2011.90 347.06 4 C/L ROAD 3.61 35824 2015.51 346.95 5 EDGE ROAD 1.65 35825 2017.16 347.04 6 . 12.42 35826 2029.59 346.96 7 . 9.04 35827 2038.63 346.55 8 . 7.90 35828 2046.53 346.39 9 . 3.82 35829 2050.34 346.28 10 . 9.61 35830 2059.95 346.51 11 . 5.13 35831 2065.08 346.56 12 TOP 1.43 35832 2066.51 346.16 13 G/L BOLT LB 0.99 35833 2067.50 346.04 14 EDGE RETAIN WALL 0.67 35834 2068.17 345.34 15 . 0.31 35835 2068.48 344.91 16 . 1.31 35836 2069.79 344.05 17 . 2.35 35837 2072.14 342.65 18 . 2.42 35838 2074.56 341.49 19 . 2.69 35839 2077.25 340.46 20 . 1.59 35840 2078.84 339.98 21 . 1.13 35841 2079.97 339.59 22 . 2.08 35842 2082.06 339.19 23 . 0.36 35843 2082.42 339.02 24 WL LB 1030HRS 2.09 35844 2084.51 338.72 25 D0.32 3.58 35845 2088.10 338.37 26 D0.66 1.72 35846 2089.82 338.19 27 D0.82 1.77 35847 2091.59 337.82 28 D1.18 2.66 35848 2094.25 337.32 29 SOUNDING FIX 3.99 35849 2098.24 337.02 30 BP 2.66 35850 2100.90 336.32 31 BP 2.85 35851 2103.75 336.27 32 SOUNDING FIX 12.32 35852 2116.07 336.37 33 SOUNDING FIX 14.39 35853 2130.45 336.32 34 SOUNDING FIX 8.44 35854 2138.89 336.27 35 BP 5.57 35855 2144.46 336.22 36 SOUNDING FIX 9.53 X/S 21.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35856 2154.00 335.87 37 BP 3.23 35857 2157.22 335.82 38 BP 2.93 35858 2160.16 336.07 39 SOUNDING FIX 6.96 35859 2167.11 335.82 40 BP 10.95 35860 2178.07 335.92 41 SOUNDING FIX 5.54 35861 2183.60 335.92 42 BP 2.35 35862 2185.95 335.77 43 BP 2.52 35863 2188.47 335.72 44 BP 6.54 35864 2195.01 336.07 45 SOUNDING FIX 15.43 35865 2210.44 336.82 46 SOUNDING FIX 5.12 35866 2215.56 337.42 47 BP 6.22 35867 2221.77 337.82 48 SOUNDING FIX 2.65 35868 2224.42 338.05 49 D0.97 3.68 35869 2228.10 338.38 50 D0.63 2.56 35870 2230.67 338.70 51 D0.32 2.47 35871 2233.14 339.02 52 WL RB 1040HRS 3.07 35872 2236.21 339.27 53 . 6.05 35873 2242.26 339.87 54 . 5.41 35874 2247.67 340.19 55 . 4.50 35875 2252.17 340.62 56 TOE 2.88 35876 2255.05 341.56 57 . 3.74 35877 2258.79 342.30 58 G/L SPIKE RB 2.56 35878 2261.35 342.76 59 . 4.17 35879 2265.52 343.32 60 . 2.03 35880 2267.56 343.86 61 TOE BANK 0.24 35881 2267.79 344.31 62 SCOUR LINE 2.39 35882 2270.18 345.91 63 . 0.47 35883 2270.65 346.62 64 . 2.37 35884 2273.02 346.95 65 EDGE GULLEY 21.74 35885 2294.76 348.74 66 . 7.08 35886 2301.84 350.33 67 ON SLOPE 3.57 35887 2305.41 351.36 68 TOP 1.59 35888 2307.00 351.40 69 G/L BOLT RB 7.34 35889 2314.34 351.91 70 . 10.00 35890 2324.34 352.01 71 . JOIN 35820-35890 N 10d0'13" E 324.34 END X/S 22 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.11 0 DUMMY 2000.00 35900 2000.00 350.11 1 C/L ROAD 3.91 35901 2003.91 350.01 2 EDGE ROAD 11.44 35902 2015.35 350.11 3 DRIVEWAY 16.37 35903 2031.71 350.09 4 EDGE HOUSE 4.09 35904 2035.80 349.67 5 . 4.05 35905 2039.85 348.73 6 . 3.94 35906 2043.80 347.96 7 EDGE HOUSE 1.48 35907 2045.28 347.67 8 . 6.40 35908 2051.68 347.59 9 . 2.32 35909 2054.01 347.41 10 G/L BOLT LB 2.72 35910 2056.73 346.85 11 TOP BANK 2.03 35911 2058.76 345.55 12 . 4.05 35912 2062.81 342.38 13 ON RIP RAP 2.46 35913 2065.28 341.13 14 ON RIP RAP 1.35 35914 2066.63 340.07 15 TOE RIP RAP 3.24 35915 2069.87 339.60 16 . 4.56 35916 2074.43 339.16 17 . 2.05 35917 2076.48 339.01 18 WL LB 1150HRS 3.59 35918 2080.07 338.73 19 D0.29 1.83 35919 2081.90 338.60 20 D0.43 1.86 35920 2083.76 338.45 21 D0.59 3.44 35921 2087.20 338.23 22 D0.80 3.43 35922 2090.63 337.98 23 D1.04 5.18 35923 2095.82 336.56 24 SOUNDING FIX 11.86 35924 2107.68 336.41 25 SOUNDING FIX 8.85 35925 2116.54 336.41 26 BP 4.22 35926 2120.75 336.31 27 SOUNDING FIX 5.66 35927 2126.41 336.36 28 BP 7.29 35928 2133.70 336.61 29 SOUNDING FIX 16.35 35929 2150.05 336.66 30 SOUNDING FIX 13.50 35930 2163.56 336.81 31 SOUNDING FIX 5.63 35931 2169.18 336.96 32 BP 6.54 35932 2175.72 337.01 33 BP 4.11 35933 2179.83 336.96 34 SOUNDING FIX 10.39 35934 2190.22 336.81 35 BP 5.01 35935 2195.23 337.21 36 SOUNDING FIX 11.05 X/S 22 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 35936 2206.29 337.26 37 BP 3.38 35937 2209.66 337.16 38 SOUNDING FIX 2.89 35938 2212.55 337.01 39 BP 10.28 35939 2222.83 337.01 40 SOUNDING FIX 5.41 35940 2228.24 336.96 41 BP 3.59 35941 2231.84 337.63 42 D1.37 1.12 35942 2232.95 338.15 43 D0.90 3.86 35943 2236.81 338.42 44 D0.61 3.44 35944 2240.25 338.86 45 D0.17 2.21 35945 2242.46 339.01 46 WL RB 1205HRS 3.54 35946 2246.00 339.27 47 . 1.06 35947 2247.06 339.42 48 G/L NAIL RB 2.45 35948 2249.51 339.65 49 . 0.91 35949 2250.42 339.96 50 . 2.33 35950 2252.75 340.25 51 . 2.17 35951 2254.93 340.75 52 . 1.51 35952 2256.44 341.72 53 TOE CUT 0.21 35953 2256.65 342.68 54 TOP CUT 2.80 35954 2259.45 342.99 55 . 2.26 35955 2261.71 343.35 56 . 3.37 35956 2265.09 344.33 57 TRASH LINE 0.65 35957 2265.74 344.70 58 . 2.42 35958 2268.15 344.84 59 . 2.63 35959 2270.79 344.98 60 TOE ROAD 2.15 35960 2272.93 345.66 61 . 1.21 35961 2274.14 346.00 62 G/L BOLT RB 4.12 35962 2278.26 346.17 63 C/L ROAD 3.78 35963 2282.04 346.14 64 EDGE RD 1.97 35964 2284.01 345.62 65 . 0.41 35965 2284.42 345.41 66 TOE DITCH 0.43 35966 2284.85 345.42 67 TOE DITCH 1.52 35967 2286.37 345.93 68 . 0.84 35968 2287.21 346.00 69 FENCE LINE 0.72 35969 2287.93 346.04 70 . JOIN 35900-35969 N 32d35'31" E 287.93 END X/S 22.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.36 0 DUMMY 2000.00 36276 2000.00 348.36 1 C/L ROAD 14.99 36275 2014.99 348.06 2 . 11.31 36274 2026.30 347.86 3 . 21.41 36273 2047.71 347.88 4 . 8.57 36272 2056.28 347.79 5 G/L BOLT LB 8.70 36271 2064.98 347.00 6 . 7.28 36270 2072.27 346.46 7 . 3.69 36269 2075.96 346.24 8 . 5.42 36268 2081.38 346.06 9 . 4.30 36267 2085.69 345.91 10 TOP BANK 1.74 36266 2087.43 344.78 11 . 2.73 36265 2090.16 343.46 12 . 2.55 36264 2092.70 342.75 13 . 3.11 36263 2095.82 342.02 14 . 0.57 36262 2096.39 341.66 15 . 2.61 36261 2099.00 341.13 16 . 4.14 36260 2103.14 340.45 17 . 11.27 36259 2114.42 339.57 18 . 7.53 36258 2121.94 339.20 19 G/L SPIKE LB 3.89 36257 2125.83 339.05 20 WL LB 1335HRS 3.71 36256 2129.54 338.86 21 D0.18 3.73 36255 2133.27 338.77 22 D0.27 5.64 36254 2138.91 338.72 23 D0.32 5.76 36253 2144.67 338.55 24 D0.50 5.24 36252 2149.91 338.32 25 D0.72 2.02 36251 2151.93 337.99 26 D1.04 9.87 36250 2161.80 336.59 27 BP 5.37 36249 2167.17 336.54 28 SOUNDING FIX 3.23 36248 2170.40 336.44 29 BP 3.60 36247 2174.01 336.14 30 BP 6.09 36246 2180.09 336.14 31 SOUNDING FIX 12.07 36245 2192.16 336.29 32 SOUNDING FIX 12.39 36244 2204.55 336.39 33 SOUNDING FIX 11.38 36243 2215.92 336.49 34 SOUNDING FIX 3.02 36242 2218.94 336.29 35 BP 8.94 36241 2227.88 336.54 36 SOUNDING FIX 7.00 X/S 22.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36240 2234.89 336.59 37 BP 1.59 36239 2236.48 336.44 38 BP 2.23 36238 2238.71 336.54 39 SOUNDING FIX 6.82 36237 2245.53 336.54 40 BP 0.72 36236 2246.25 336.44 41 BP 6.58 36235 2252.83 336.49 42 SOUNDING FIX 12.02 36234 2264.85 336.69 43 SOUNDING FIX 6.29 36233 2271.14 336.99 44 BP 2.52 36232 2273.66 337.39 45 SOUNDING FIX 3.77 36231 2277.43 337.95 46 D1.1 2.63 36230 2280.06 338.21 47 D0.84 2.23 36229 2282.29 338.37 48 D0.68 0.85 36228 2283.14 338.48 49 D0.58 2.83 36227 2285.97 338.66 50 D0.37 2.59 36226 2288.56 339.03 51 WL RB 1325HRS 0.65 36225 2289.21 339.17 52 . 3.35 36224 2292.56 339.47 53 . 3.91 36223 2296.47 339.87 54 . 4.00 36222 2300.47 340.60 55 . 1.96 36221 2302.43 341.20 56 . 3.29 36220 2305.72 342.08 57 . 0.42 36219 2306.14 342.47 58 . 1.15 36218 2307.30 342.72 59 TOE CUT 0.16 36217 2307.46 344.85 60 TOP CUT BANK 0.59 36216 2308.05 345.18 61 . 1.49 36215 2309.53 345.37 62 . 1.63 36214 2311.16 345.72 63 . 1.45 36213 2312.61 346.19 64 . 0.91 36212 2313.53 346.86 65 TOP 1.36 36211 2314.89 347.02 66 G/L BOLT RB 0.45 36210 2315.34 347.07 67 . 0.76 36209 2316.10 347.25 68 SHOULDER RD 4.01 36208 2320.12 347.31 69 C/L ROAD 3.82 36207 2323.93 347.14 70 SHOULDER RD 1.04 36206 2324.98 346.85 71 . 1.10 36205 2326.08 346.83 72 . 0.60 36204 2326.67 346.69 73 TOE DITCH 0.71 X/S 22.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36203 2327.38 346.69 74 TOE DITCH 0.88 36202 2328.26 347.00 75 . 0.90 36201 2329.16 346.98 76 FENCE LINE 0.72 36200 2329.88 347.00 77 FIELD JOIN 36276-36200 N 24d50'24" E 329.88 END X/S 23 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL, 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.90 0 DUMMY 2000.00 41591 2000.00 348.90 1 REF '73 SURVEY 0.00 36380 2000.00 348.82 2 C/L NORTH TRACK 1.44 36379 2001.44 348.74 3 . 0.76 36378 2002.19 348.48 4 . 3.98 36377 2006.18 348.37 5 TOP BALLAST 4.41 36376 2010.58 345.46 6 TOE RR TRACK 1.63 36375 2012.22 345.14 7 G/L BOLT LB 0.60 36374 2012.82 345.03 8 . 2.14 36373 2014.96 344.99 9 . 3.52 36372 2018.48 344.90 10 . 5.72 36371 2024.19 344.96 11 LAWN 10.43 36370 2034.62 345.00 12 OPP CORNER TRAIL 2.29 36369 2036.91 344.85 13 TOE WALL 0.02 36368 2036.93 345.55 14 TOP WALL 1.21 36367 2038.14 345.54 15 TOP RETAIN WALL 0.11 36366 2038.25 344.70 16 TOE WALL 1.27 36365 2039.52 344.17 17 ON CONC 1.32 36364 2040.84 343.69 18 . 0.69 36363 2041.53 342.83 19 TOE CONC WALL 0.30 36362 2041.83 342.61 20 . 4.35 36361 2046.18 341.61 21 . 5.42 36360 2051.60 340.84 22 . 3.50 36359 2055.09 340.51 23 . 6.28 36358 2061.37 340.39 24 . 4.23 36357 2065.60 340.22 25 . 6.28 36356 2071.88 339.76 26 . 0.70 36355 2072.58 339.69 27 . 4.08 36354 2076.66 339.51 28 . 4.01 36353 2080.67 339.24 29 . 4.67 36352 2085.34 339.15 30 . 4.51 36351 2089.85 339.16 31 . 7.45 36350 2097.30 339.24 32 . 3.38 36349 2100.68 339.12 33 . 7.03 36348 2107.71 339.17 34 . 5.14 36347 2112.85 339.30 35 . 10.40 36346 2123.25 339.28 36 . 7.25 X/S 23 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL, 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36345 2130.50 339.12 37 . 6.97 36344 2137.47 339.08 38 . 4.61 36343 2142.08 338.98 39 . 2.57 36342 2144.65 339.10 40 . 1.83 36341 2146.48 339.34 41 . 1.47 36340 2147.94 339.35 42 G/L NAIL LB 2.48 36339 2150.42 339.27 43 . 0.73 36338 2151.15 339.05 44 WL LB 1520HRS 2.50 36337 2153.65 338.75 45 D0.30 4.85 36336 2158.50 338.61 46 D0.44 6.82 36335 2165.32 338.53 47 D0.53 7.88 36334 2173.20 338.36 48 D0.70 6.65 36333 2179.85 338.36 49 D0.70 5.23 36332 2185.08 338.37 50 D0.68 2.36 36331 2187.44 338.20 51 D.6 0.72 36330 2188.16 338.21 52 BP 0.96 36329 2189.12 338.16 53 SOUNDING FIX 4.86 36328 2193.98 338.16 54 SOUNDING FIX 3.84 36327 2197.82 338.11 55 BP 2.84 36326 2200.66 337.61 56 SOUNDING FIX 6.50 36325 2207.16 337.01 57 SOUNDING FIX 5.66 36324 2212.83 336.91 58 BP 2.92 36323 2215.74 337.01 59 SOUNDING FIX 3.59 36322 2219.33 337.11 60 BP 7.63 36321 2226.96 337.01 61 SOUNDING FIX 1.28 36320 2228.25 337.11 62 BP 2.57 36319 2230.81 337.36 63 BP 3.99 36318 2234.81 337.46 64 BP 5.13 36317 2239.94 337.36 65 SOUNDING FIX 15.91 36316 2255.85 337.26 66 SOUNDING FIX 11.94 36315 2267.79 337.36 67 SOUNDING FIX 7.31 36314 2275.10 337.61 68 SOUNDING FIX 1.86 36313 2276.96 337.78 69 D1.3 1.09 36312 2278.05 338.16 70 D0.9 2.12 36311 2280.17 338.58 71 D0.48 3.50 36310 2283.67 338.77 72 D0.30 0.97 36309 2284.64 338.95 73 D0.12 0.96 X/S 23 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL, 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36308 2285.60 339.06 74 WL RB 1505HRS 1.04 36307 2286.64 339.18 75 . 0.81 36306 2287.45 339.39 76 . 1.74 36305 2289.19 339.52 77 . 3.11 36304 2292.30 340.01 78 . 3.21 36303 2295.51 340.28 79 . 1.48 36302 2296.99 340.51 80 . 1.49 36301 2298.48 340.51 81 . 2.43 36300 2300.91 340.79 82 . 4.40 36299 2305.31 340.57 83 . 3.32 36298 2308.63 340.73 84 . 5.10 36297 2313.73 341.27 85 . 4.28 36296 2318.01 341.39 86 . 2.88 36295 2320.90 341.77 87 . 5.04 36294 2325.94 342.37 88 . 1.43 36293 2327.36 342.63 89 . 2.04 36292 2329.40 343.10 90 . 1.30 36291 2330.71 343.37 91 . 0.86 36290 2331.56 344.00 92 . 1.08 36289 2332.64 344.53 93 TRASH LINE 0.91 36288 2333.55 344.91 94 . 1.61 36287 2335.16 345.79 95 . 1.72 36286 2336.88 347.15 96 . 2.98 36285 2339.86 348.56 97 . 2.83 36284 2342.69 350.09 98 TOP 1.68 36283 2344.37 350.43 99 G/L BOLT RB 2.14 36282 2346.52 350.41 100 . 1.18 36281 2347.69 350.69 101 SHOULDER RD 4.36 36280 2352.05 350.86 102 C//L ROAD JOIN 41591-36280 N 13d57'47" E 352.05 END X/S 24 SOUTH THOMPSON RIER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.42 0 DUMMY 2000.00 41633 2000.00 348.42 1 REF '73 SURVEY 2.00 36390 2002.00 348.27 2 C/L NORTH TRACK 1.27 36391 2003.27 348.20 3 TOP BALLAST 1.09 36392 2004.36 347.75 4 . 1.72 36393 2006.07 347.24 5 . 0.97 36394 2007.05 346.89 6 . 1.76 36395 2008.81 346.60 7 . 1.33 36396 2010.14 345.99 8 . 2.06 36397 2012.20 346.04 9 G/L BOLT LB 1.99 36398 2014.19 345.92 10 TOP CUT BANK 0.81 36399 2014.99 344.87 11 . 2.35 36400 2017.35 343.92 12 . 4.80 36401 2022.15 343.84 13 . 6.83 36402 2028.98 342.88 14 . 5.70 36403 2034.68 342.43 15 . 3.25 36404 2037.93 342.11 16 . 1.70 36405 2039.63 341.85 17 . 2.83 36406 2042.45 341.71 18 . 4.65 36407 2047.10 341.63 19 . 10.54 36408 2057.64 341.70 20 . 10.25 36409 2067.90 341.96 21 . 6.33 36410 2074.23 342.12 22 . 3.69 36411 2077.91 342.49 23 . 4.18 36412 2082.10 342.53 24 . 4.88 36413 2086.97 342.38 25 . 5.37 36414 2092.34 342.03 26 . 2.46 36415 2094.80 341.52 27 . 1.26 36416 2096.07 340.91 28 . 3.64 36417 2099.71 340.45 29 . 3.87 36418 2103.57 340.20 30 . 3.01 36419 2106.58 339.71 31 . 2.85 36420 2109.43 339.77 32 . 3.15 36421 2112.58 339.57 33 . 0.98 36422 2113.56 339.66 34 . 1.85 36423 2115.41 339.66 35 . 0.76 36424 2116.17 339.75 36 . 2.84 X/S 24 SOUTH THOMPSON RIER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36425 2119.01 339.64 37 . 4.42 36426 2123.43 339.35 38 . 2.36 36427 2125.79 339.15 39 WL LB 1745HRS 4.19 36428 2129.98 338.90 40 D0.26 5.56 36429 2135.54 338.68 41 D0.48 1.66 36430 2137.20 338.53 42 D0.62 4.63 36431 2141.83 338.36 43 D0.78 4.72 36432 2146.55 338.37 44 D0.76 3.52 36433 2150.07 338.33 45 D0.82 5.20 36434 2155.27 338.40 46 D0.74 3.20 36435 2158.47 338.29 47 D0.87 2.59 36436 2161.06 338.20 48 SOUNDING FIX 2.59 36437 2163.65 338.10 49 BP 3.03 36438 2166.69 337.85 50 BP 3.63 36439 2170.31 337.80 51 SOUNDING FIX 13.92 36440 2184.24 337.65 52 BP 3.24 36441 2187.48 337.75 53 SOUNDING FIX 3.37 36442 2190.85 337.85 54 BP 12.49 36443 2203.34 337.85 55 SOUNDING FIX 11.74 36444 2215.07 337.80 56 BP 2.58 36445 2217.66 337.70 57 SOUNDING FIX 5.33 36446 2222.99 337.35 58 BP 7.11 36447 2230.09 337.45 59 BP 3.55 36448 2233.65 338.05 60 BP 2.16 36449 2235.80 338.10 61 SOUNDING FIX 6.04 36450 2241.84 338.10 62 BP 8.14 36451 2249.98 337.95 63 SOUNDING FIX 6.25 36452 2256.23 337.95 64 BP 8.03 36453 2264.27 338.10 65 SOUNDING FIX 16.61 36454 2280.88 338.33 66 D0.81 3.90 36455 2284.78 338.50 67 D0.64 2.65 36456 2287.42 338.62 68 D0.54 3.83 36457 2291.26 338.59 69 D0.66 3.03 36458 2294.29 338.45 70 D0.68 6.52 36459 2300.81 338.53 71 D0.61 6.44 36460 2307.25 338.57 72 D0.55 5.57 36461 2312.82 338.65 73 D0.48 4.93 X/S 24 SOUTH THOMPSON RIER AT KAMLOOPS PROJ.# 2001-2 APRIL 23, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36462 2317.75 338.86 74 D0.30 4.99 36463 2322.74 339.08 75 D0.07 2.30 36464 2325.03 339.15 76 WL RB 1805HRS 2.99 36465 2328.02 339.25 77 G/L NAIL RB 4.04 36466 2332.06 339.25 78 . 2.90 36467 2334.96 339.42 79 . 4.22 36468 2339.19 339.82 80 . 1.55 36469 2340.74 340.02 81 . 5.01 36470 2345.74 340.51 82 . 4.13 36471 2349.88 340.87 83 . 3.09 36472 2352.97 341.00 84 . 5.86 36473 2358.83 340.92 85 . 2.49 36474 2361.32 340.84 86 . 2.51 36475 2363.83 340.84 87 . 3.56 36476 2367.39 340.97 88 . 4.97 36477 2372.35 341.74 89 . 3.61 36478 2375.97 342.41 90 . 2.69 36479 2378.66 343.13 91 . 1.53 36480 2380.19 343.58 92 . 1.28 36481 2381.46 344.02 93 . 0.87 36482 2382.33 345.01 94 . 0.50 36483 2382.83 345.45 95 SCOUR LINE 0.37 36484 2383.20 345.55 96 TOP CUT 1.40 36485 2384.61 345.81 97 . 1.86 36486 2386.47 345.74 98 . 1.08 36487 2387.54 345.84 99 . 0.87 36488 2388.42 346.11 100 G/L BOLT RB 4.15 36489 2392.57 346.23 101 C/L ROAD 3.77 36490 2396.34 346.25 102 SHOULDER RD 1.83 36491 2398.17 345.74 103 TOE DITCH 1.15 36492 2399.32 345.75 104 TOE DITCH 1.46 36493 2400.78 346.03 105 FENCE LINE 0.95 36494 2401.73 346.12 106 . JOIN 41633-36494 N 9d53'18" E 401.73 END X/S 25 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.39 0 DUMMY 2000.00 36500 2000.00 348.39 1 C/L SOUTH TRACK 1.65 36501 2001.65 348.36 2 . 2.46 36502 2004.11 348.31 3 C/L NORTH TRACK 3.06 36503 2007.17 348.26 4 . 6.62 36504 2013.79 348.13 5 . 1.09 36505 2014.88 347.60 6 . 0.42 36506 2015.30 347.70 7 TOE BERM 1.74 36507 2017.04 348.72 8 TOP BERM 1.75 36508 2018.78 348.88 9 C/L BERM 1.18 36509 2019.96 348.78 10 TOP BERM 2.54 36510 2022.50 347.87 11 . 1.36 36511 2023.87 347.32 12 TOE BERM 1.76 36512 2025.63 347.13 13 . 4.01 36513 2029.64 347.09 14 . 5.76 36514 2035.40 347.24 15 . 5.44 36515 2040.84 347.10 16 . 3.26 36516 2044.10 347.00 17 . 8.85 36517 2052.95 347.34 18 . 5.28 36518 2058.23 347.45 19 . 2.69 36519 2060.92 347.49 20 G/L BOLT LB 1.97 36520 2062.89 347.28 21 . 2.14 36521 2065.03 346.88 22 . 1.74 36522 2066.77 346.37 23 . 0.74 36523 2067.51 345.33 24 . 2.56 36524 2070.07 344.50 25 . 0.61 36525 2070.68 344.10 26 . 2.61 36526 2073.29 343.68 27 . 3.46 36527 2076.75 343.11 28 . 3.79 36528 2080.54 342.76 29 . 2.85 36529 2083.39 342.48 30 . 3.28 36530 2086.67 342.56 31 . 1.77 36531 2088.44 342.61 32 . 0.69 36532 2089.13 342.41 33 TOP BANK 0.29 36533 2089.42 341.61 34 . 1.17 36534 2090.59 340.67 35 . 1.20 36535 2091.79 340.39 36 . 2.74 X/S 25 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36536 2094.53 339.85 37 . 3.00 36537 2097.53 339.61 38 . 1.88 36538 2099.40 339.38 39 . 0.15 36539 2099.55 339.28 40 WL LB 1045HRS 4.26 36540 2103.81 338.99 41 D0.29 1.32 36541 2105.14 338.83 42 D0.43 0.62 36542 2105.75 338.62 43 D0.64 3.61 36543 2109.37 338.52 44 D0.76 3.23 36544 2112.59 338.48 45 D0.8 4.57 36545 2117.16 338.39 46 D0.9 4.73 36546 2121.89 338.27 47 D1.0 7.07 36547 2128.96 338.47 48 BP 3.12 36548 2132.08 338.52 49 SOUNDING FIX 2.83 36549 2134.91 338.42 50 BP 4.64 36550 2139.54 338.52 51 BP 7.34 36551 2146.88 338.57 52 SOUNDING FIX 9.43 36552 2156.31 338.42 53 BP 6.38 36553 2162.69 338.57 54 SOUNDING FIX 7.05 36554 2169.74 338.52 55 BP 8.27 36555 2178.01 338.37 56 SOUNDING FIX 4.70 36556 2182.71 338.22 57 BP 16.14 36557 2198.85 338.37 58 SOUNDING FIX 23.36 36558 2222.21 338.22 59 SOUNDING FIX 4.86 36559 2227.07 338.27 60 BP 4.54 36560 2231.61 338.47 61 BP 5.67 36561 2237.28 338.37 62 BP 7.29 36562 2244.58 338.52 63 SOUNDING FIX 5.09 36563 2249.67 338.27 64 BP 12.03 36564 2261.70 338.22 65 SOUNDING FIX 12.37 36565 2274.06 338.27 66 BP 7.14 36566 2281.20 338.32 67 SOUNDING FIX 3.77 36567 2284.97 338.22 68 BP 7.83 36568 2292.79 338.52 69 BP 3.33 36569 2296.13 338.47 70 BP 2.90 36570 2299.02 338.42 71 SOUNDING FIX 9.61 36571 2308.63 338.32 72 BP 7.87 36572 2316.50 338.38 73 D0.9 4.43 X/S 25 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36573 2320.94 338.62 74 D.66 4.48 36574 2325.41 339.05 75 D0.22 2.86 36575 2328.27 339.26 76 WL RB 1100HRS 0.18 36576 2328.45 339.42 77 . 2.69 36577 2331.14 339.69 78 . 2.38 36578 2333.53 339.78 79 . 1.69 36579 2335.22 339.97 80 . 1.51 36580 2336.73 340.34 81 . 2.69 36581 2339.42 340.75 82 TOE BANK 0.50 36582 2339.92 341.84 83 TOP CUT BANK 0.91 36583 2340.83 342.01 84 . 3.91 36584 2344.74 342.09 85 . 4.82 36585 2349.56 342.52 86 . 5.50 36586 2355.06 343.06 87 . 5.17 36587 2360.23 343.20 88 . 3.47 36588 2363.70 343.51 89 . 4.52 36589 2368.23 344.17 90 . 3.08 36590 2371.30 344.63 91 . 1.62 36591 2372.92 345.42 92 . 1.17 36592 2374.09 345.77 93 . 2.98 36593 2377.07 346.14 94 . 0.76 36594 2377.83 346.50 95 G/L BOLT RB 4.15 36595 2381.98 346.61 96 C/L ROAD 4.27 36596 2386.24 346.55 97 TOP SHOULDER 1.55 36597 2387.79 346.05 98 TOE ROAD 5.42 36598 2393.21 346.39 99 FIELD 8.49 36599 2401.70 346.32 100 FIELD 11.51 36600 2413.21 346.37 101 FIELD JOIN 36500-36600 N 5d5'18" E 413.21 END X/S 26 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.60 0 DUMMY 2000.00 36610 2000.00 350.60 1 C/L NORTH TRACK 1.31 36611 2001.31 350.59 2 TOP BALLAST 1.07 36612 2002.38 350.14 3 . 1.29 36613 2003.68 350.13 4 . 1.69 36614 2005.37 349.35 5 . 5.57 36615 2010.94 349.15 6 FENCE LINE 0.94 36616 2011.87 349.07 7 . 0.66 36617 2012.53 348.77 8 . 2.78 36618 2015.32 348.81 9 C/L ACCESS ROAD 4.34 36619 2019.66 348.82 10 . 3.54 36620 2023.20 348.92 11 G/L BOLT LB 1.04 36621 2024.24 349.06 12 . 2.23 36622 2026.47 348.28 13 . 1.99 36623 2028.46 348.02 14 . 2.63 36624 2031.09 346.82 15 . 1.90 36625 2032.99 346.11 16 TOP CUT BANK 0.14 36626 2033.13 345.09 17 . 0.77 36627 2033.90 344.15 18 . 1.96 36628 2035.86 343.15 19 . 2.31 36629 2038.17 342.31 20 . 1.44 36630 2039.61 341.74 21 . 1.37 36631 2040.98 341.45 22 . 1.20 36632 2042.18 340.91 23 . 3.22 36633 2045.40 340.32 24 . 0.55 36634 2045.95 340.02 25 . 1.22 36635 2047.17 339.80 26 . 2.23 36636 2049.41 339.42 27 . 0.21 36637 2049.62 339.33 28 WL LB 1250HRS 2.44 36638 2052.06 339.02 29 D.32 3.05 36639 2055.12 338.79 30 D.56 1.19 36640 2056.31 338.51 31 D0.84 1.33 36641 2057.64 338.32 32 D1.02 3.93 36642 2061.57 337.48 33 BP 3.44 36643 2065.02 337.33 34 BP 1.68 36644 2066.70 337.43 35 SOUNDING FIX 7.72 36645 2074.42 337.48 36 BP 1.74 X/S 26 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36646 2076.16 337.18 37 BP 1.74 36647 2077.89 337.13 38 SOUNDING FIX 5.07 36648 2082.97 337.18 39 BP 7.42 36649 2090.39 337.23 40 SOUNDING FIX 12.27 36650 2102.65 337.43 41 SOUNDING FIX 10.74 36651 2113.39 337.68 42 SOUNDING FIX 14.13 36652 2127.53 337.78 43 SOUNDING FIX 15.66 36653 2143.19 337.83 44 SOUNDING FIX 16.02 36654 2159.21 337.78 45 SOUNDING FIX 15.44 36655 2174.66 337.73 46 SOUNDING FIX 18.61 36656 2193.27 337.58 47 SOUNDING FIX 11.23 36657 2204.50 337.48 48 SOUNDING FIX 8.50 36658 2213.01 338.21 49 D1.12 3.40 36659 2216.40 338.31 50 D1.02 2.89 36660 2219.30 338.51 51 D0.82 1.30 36661 2220.60 338.74 52 D0.58 1.91 36662 2222.51 339.04 53 D0.30 2.84 36663 2225.34 339.15 54 D0.17 4.09 36664 2229.43 339.33 55 WL RB 1300HRS 3.11 36665 2232.54 339.48 56 . 2.20 36666 2234.75 339.76 57 . 2.98 36667 2237.72 339.82 58 . 1.36 36668 2239.09 340.14 59 . 2.59 36669 2241.68 340.53 60 . 2.59 36670 2244.27 341.26 61 . 1.22 36671 2245.49 341.50 62 G/L SPIKE RB 2.73 36672 2248.21 342.07 63 . 0.37 36673 2248.58 342.33 64 . 5.62 36674 2254.21 342.81 65 . 4.30 36675 2258.50 343.47 66 . 3.50 36676 2262.01 344.09 67 . 2.97 36677 2264.98 344.70 68 . 2.11 36678 2267.09 345.16 69 . 2.07 36679 2269.15 345.20 70 . 1.36 36680 2270.51 345.07 71 . 3.10 36681 2273.61 345.08 72 . 6.74 36682 2280.35 345.42 73 . 4.78 X/S 26 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36683 2285.13 345.56 74 . 1.07 36684 2286.20 345.73 75 . 3.64 36685 2289.84 345.93 76 . 2.75 36686 2292.59 346.16 77 . 0.84 36687 2293.43 346.29 78 . 2.33 36688 2295.76 347.11 79 TOP PAD 0.36 36689 2296.11 347.16 80 G/L BOLT RB 4.76 36690 2300.87 347.31 81 . 5.74 36691 2306.61 347.08 82 TOP MOUND 4.38 36692 2310.99 346.01 83 . 2.32 36693 2313.31 345.46 84 TOE MOUND 2.41 36694 2315.72 345.23 85 . 4.98 36695 2320.71 345.19 86 . 11.71 36696 2332.42 345.39 87 . 5.80 36697 2338.22 345.59 88 . 8.17 36698 2346.39 346.18 89 . 7.82 36699 2354.21 346.13 90 . 4.82 36700 2359.03 346.13 91 CORNER GARAGE 2.37 36701 2361.41 345.94 92 . 4.70 36702 2366.11 345.86 93 . 10.17 36703 2376.28 345.55 94 . 15.47 36704 2391.75 345.16 95 . 5.46 36705 2397.21 344.89 96 . 3.40 36706 2400.61 344.40 97 . 7.46 36707 2408.07 344.09 98 . 7.46 36708 2415.53 343.93 99 . 8.25 36709 2423.78 343.81 100 . 9.89 36710 2433.67 343.83 101 . 11.36 36711 2445.03 343.97 102 . 16.13 36712 2461.16 344.24 103 . 7.71 36713 2468.88 344.55 104 . 1.96 36714 2470.84 344.80 105 . 3.83 36715 2474.67 345.62 106 . 2.94 36716 2477.60 346.02 107 . 1.78 36717 2479.38 346.16 108 FENCE LINE 3.49 36718 2482.88 346.36 109 . 1.75 36719 2484.63 346.86 110 . 1.01 X/S 26 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36720 2485.65 347.13 111 SHOULDER RD 4.18 36721 2489.82 347.22 112 C/L ROAD JOIN 36610-36721 N 5d22'37" E 489.82 END X/S 26.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.46 0 DUMMY 2000.00 36730 2000.00 352.46 1 ON SLOPE 13.09 36731 2013.09 351.59 2 . 8.90 36732 2022.00 350.87 3 . 11.85 36733 2033.84 350.18 4 . 8.83 36734 2042.68 349.80 5 . 4.78 36735 2047.45 349.60 6 . 1.18 36736 2048.63 349.68 7 G/L BOLT LB 2.18 36737 2050.81 349.49 8 . 1.53 36738 2052.34 349.27 9 TOP BANK 1.23 36739 2053.57 348.29 10 . 1.22 36740 2054.79 347.86 11 . 1.94 36741 2056.73 347.24 12 . 2.44 36742 2059.17 346.66 13 . 2.85 36743 2062.02 345.94 14 . 4.06 36744 2066.08 345.40 15 . 3.60 36745 2069.68 344.43 16 . 2.67 36746 2072.35 343.88 17 . 3.85 36747 2076.20 343.19 18 . 2.87 36748 2079.07 342.81 19 . 2.60 36749 2081.67 342.58 20 . 4.18 36750 2085.85 342.37 21 . 2.91 36751 2088.76 342.20 22 . 2.60 36752 2091.36 341.73 23 . 1.34 36753 2092.70 341.19 24 . 1.22 36754 2093.93 340.91 25 . 1.29 36755 2095.21 340.69 26 . 4.35 36756 2099.56 340.42 27 . 1.60 36757 2101.15 340.10 28 . 2.22 36758 2103.37 339.82 29 . 1.56 36759 2104.93 339.35 30 WL LB 1615HRS 1.28 36760 2106.20 339.11 31 D.25 0.77 36761 2106.97 338.98 32 D0.38 0.91 36762 2107.88 338.49 33 D.87 1.90 36763 2109.78 338.36 34 D1.0 0.60 36764 2110.38 338.11 35 D1.23 3.03 36765 2113.41 337.10 36 BP 1.75 X/S 26.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36766 2115.16 336.10 37 BP 1.04 36767 2116.19 336.00 38 BP 2.07 36768 2118.26 335.95 39 SOUNDING FIX 6.70 36769 2124.96 336.05 40 BP 2.33 36770 2127.29 336.20 41 SOUNDING FIX 1.89 36771 2129.18 336.40 42 BP 8.44 36772 2137.62 337.75 43 BP 2.27 36773 2139.89 337.90 44 SOUNDING FIX 12.09 36774 2151.98 338.30 45 SOUNDING FIX 7.12 36775 2159.10 338.55 46 BP 5.84 36776 2164.93 338.18 47 SOUNDING FIX 4.16 36777 2169.09 337.95 48 BP 7.48 36778 2176.58 337.90 49 SOUNDING FIX 1.95 36779 2178.52 337.95 50 BP 6.92 36780 2185.45 338.30 51 D1.04 6.22 36781 2191.66 338.72 52 D0.63 6.61 36782 2198.28 339.06 53 D0.29 8.24 36783 2206.51 339.35 54 WL RB 1625HRS 10.31 36784 2216.82 339.63 55 . 7.25 36785 2224.07 339.73 56 . 7.71 36786 2231.78 339.86 57 . 3.25 36787 2235.03 339.92 58 G/L SPIKE RB 9.43 36788 2244.46 340.20 59 . 5.65 36789 2250.12 340.10 60 . 5.87 36790 2255.99 340.05 61 . 1.80 36791 2257.79 339.84 62 . 1.42 36792 2259.21 339.78 63 EDGE CREEK 1.52 36793 2260.73 339.84 64 EDGE CREEK 1.78 36794 2262.52 340.03 65 . 2.35 36795 2264.87 340.04 66 . 1.16 36796 2266.03 339.92 67 . 1.45 36797 2267.48 339.90 68 . 1.13 36798 2268.61 339.97 69 . 2.95 36799 2271.56 339.93 70 . 2.78 36800 2274.34 340.13 71 . 3.06 36801 2277.40 340.06 72 . 1.80 36802 2279.20 339.87 73 . 2.86 X/S 26.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36803 2282.06 340.01 74 . 1.98 36804 2284.04 340.26 75 . 1.29 36805 2285.32 340.53 76 . 2.25 36806 2287.57 341.10 77 . 2.39 36807 2289.96 341.80 78 . 2.45 36808 2292.40 343.76 79 . 1.52 36809 2293.92 344.74 80 . 0.90 36810 2294.82 345.10 81 FENCE LINE 0.28 36811 2295.10 346.54 82 TOP CUT BANK 8.58 36812 2303.68 346.48 83 . 7.56 36813 2311.24 346.56 84 . 4.95 36814 2316.19 346.70 85 TOE BANK 3.70 36815 2319.89 347.66 86 . 10.69 36816 2330.57 350.44 87 . 0.95 36817 2331.52 350.62 88 . 3.47 36818 2334.99 350.96 89 G/L BOLT RB 2.85 36819 2337.84 350.99 90 . 6.09 36820 2343.94 350.85 91 . 3.78 36821 2347.72 351.00 92 TOE RD SLOPE 3.11 36822 2350.83 351.47 93 . 2.22 36823 2353.05 351.67 94 . 0.83 36824 2353.88 351.79 95 SOULDER ROAD 3.92 36825 2357.81 351.83 96 C/L ROAD JOIN 36730-36825 N 0d39'59" W 357.81 END X/S 27 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.35 0 DUMMY 2000.00 36909 2000.00 348.35 1 . 21.53 36908 2021.53 347.86 2 . 22.38 36907 2043.91 347.56 3 . 16.36 36906 2060.27 347.50 4 . 10.61 36905 2070.88 347.52 5 EDGE ROAD 3.16 36904 2074.04 347.60 6 . 8.94 36903 2082.98 347.63 7 . 9.41 36902 2092.39 347.66 8 G/L BOLT LB 3.55 36901 2095.94 347.51 9 . 3.24 36900 2099.18 347.24 10 . 3.29 36899 2102.48 347.00 11 . 5.33 36898 2107.81 346.59 12 . 6.12 36897 2113.93 345.89 13 . 5.97 36896 2119.90 345.47 14 FENCE LINE 4.93 36895 2124.83 345.20 15 . 8.68 36894 2133.52 344.79 16 . 8.19 36893 2141.71 344.24 17 . 5.78 36892 2147.49 343.74 18 . 3.14 36891 2150.62 343.59 19 . 5.13 36890 2155.75 343.39 20 . 1.91 36889 2157.66 343.39 21 . 2.30 36888 2159.96 343.41 22 TOP CUT BANK 0.11 36887 2160.07 342.64 23 . 0.70 36886 2160.77 342.28 24 . 1.04 36885 2161.80 341.85 25 . 1.83 36884 2163.63 341.43 26 . 1.05 36883 2164.68 340.87 27 . 1.49 36882 2166.17 340.71 28 . 1.66 36881 2167.82 340.14 29 . 1.46 36880 2169.28 339.81 30 TOE BANK 1.03 36879 2170.31 340.03 31 . 1.79 36878 2172.10 339.81 32 . 1.32 36877 2173.42 339.96 33 . 1.42 36876 2174.84 340.14 34 . 4.40 36875 2179.25 340.17 35 . 9.45 36874 2188.70 340.04 36 . 8.51 X/S 27 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36873 2197.21 339.90 37 . 6.69 36872 2203.90 339.64 38 G/L NAIL LB 0.70 36871 2204.60 339.64 39 . 2.09 36870 2206.69 339.42 40 WL LB 1810HRS 1.33 36869 2208.02 339.25 41 D0.2 2.98 36868 2211.00 338.96 42 D0.48 3.30 36867 2214.30 338.40 43 D1.03 10.08 36866 2224.37 337.43 44 BP 1.32 36865 2225.70 337.33 45 SOUNDING FIX 1.74 36864 2227.44 337.38 46 BP 2.05 36863 2229.49 337.53 47 BP 12.00 36862 2241.49 337.28 48 SOUNDING FIX 10.86 36861 2252.35 337.03 49 SOUNDING FIX 6.75 36860 2259.10 336.73 50 BP 3.93 36859 2263.03 336.38 51 SOUNDING FIX 5.21 36858 2268.24 335.13 52 BP 6.08 36857 2274.32 334.28 53 SOUNDING FIX 3.96 36856 2278.28 333.93 54 BP 7.29 36855 2285.56 333.03 55 SOUNDING FIX 6.79 36854 2292.35 332.28 56 BP 4.52 36853 2296.88 332.43 57 SOUNDING FIX 1.64 36852 2298.52 332.53 58 BP 8.08 36851 2306.59 334.08 59 BP 2.40 36850 2308.99 334.48 60 SOUNDING FIX 7.50 36849 2316.49 336.33 61 SOUNDING FIX 4.27 36848 2320.75 337.30 62 D2.14 0.89 36847 2321.65 337.77 63 D1.66 1.73 36846 2323.38 338.35 64 D1.08 1.72 36845 2325.09 338.99 65 D0.44 1.31 36844 2326.41 339.43 66 WL RB 1800HRS 0.43 36843 2326.84 339.73 67 . 1.56 36842 2328.40 340.00 68 . 0.72 36841 2329.12 340.30 69 . 1.88 36840 2330.99 340.72 70 . 1.17 36839 2332.16 341.40 71 . 1.10 36838 2333.27 342.70 72 . 0.74 36837 2334.01 342.80 73 . 1.90 X/S 27 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 24, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 36836 2335.91 343.87 74 ON SLOPE 1.52 36835 2337.42 345.04 75 ON SLOPE 0.79 36834 2338.21 347.17 76 ON SLOPE 1.44 36833 2339.65 348.49 77 G/L BOLT RB 0.84 36832 2340.48 349.29 78 ON SLOPE 0.34 36831 2340.82 350.89 79 TOP CUT BANK 5.00 36830 2345.82 350.89 80 . JOIN 36909-36830 N 13d1'9" W 345.82 END X/S 28 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.06 0 DUMMY 2000.00 37200 2000.00 347.06 1 . 15.00 37201 2015.00 346.76 2 EDGE ROAD 5.76 37202 2020.76 346.85 3 C/L ROAD 7.02 37203 2027.78 346.67 4 . 11.24 37204 2039.02 346.70 5 . 9.37 37205 2048.39 346.87 6 . 7.02 37206 2055.41 347.06 7 OPP CORNER HOUSE 6.03 37207 2061.44 346.94 8 . 6.96 37208 2068.40 347.08 9 . 2.62 37209 2071.02 347.17 10 G/L BOLT LB 5.37 37210 2076.39 347.14 11 . 2.07 37211 2078.45 347.16 12 . 0.65 37212 2079.11 347.33 13 . 3.92 37213 2083.02 346.87 14 . 7.45 37214 2090.47 346.13 15 . 5.97 37215 2096.44 345.38 16 . 1.50 37216 2097.94 345.05 17 . 1.46 37217 2099.40 344.95 18 . 4.03 37218 2103.43 345.22 19 . 2.47 37219 2105.91 345.37 20 . 2.53 37220 2108.44 345.62 21 . 1.18 37221 2109.62 345.32 22 . 1.78 37222 2111.40 344.67 23 . 3.02 37223 2114.43 344.11 24 . 3.17 37224 2117.60 343.66 25 . 4.02 37225 2121.62 343.67 26 . 1.84 37226 2123.46 343.48 27 . 2.74 37227 2126.19 343.22 28 . 1.74 37228 2127.93 342.88 29 . 3.63 37229 2131.56 342.51 30 . 2.56 37230 2134.12 342.12 31 TOP CAMBELL CR 0.28 37231 2134.39 341.80 32 . 2.68 37232 2137.08 341.56 33 . 1.84 37233 2138.92 341.53 34 . 0.62 37234 2139.53 341.41 35 TOP CUT 0.34 37235 2139.87 340.99 36 TOE CHAN D.08 0.70 X/S 28 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37236 2140.57 340.95 37 CL CAMPBELL CR 1.37 37237 2141.94 341.16 38 WL RB 0.56 37238 2142.50 341.32 39 . 1.85 37239 2144.35 341.94 40 TOP CHANNEL 0.67 37240 2145.02 342.15 41 . 1.02 37241 2146.04 342.21 42 . 2.40 37242 2148.44 342.13 43 . 0.72 37243 2149.16 341.86 44 . 3.28 37244 2152.44 341.69 45 . 0.20 37245 2152.64 341.81 46 TOE BANK 0.98 37246 2153.62 342.27 47 . 0.83 37247 2154.45 342.86 48 TOP 1.49 37248 2155.94 342.93 49 . 2.51 37249 2158.45 342.76 50 TOP 1.30 37250 2159.75 342.65 51 . 1.45 37251 2161.20 342.35 52 . 2.65 37252 2163.84 341.95 53 . 4.23 37253 2168.07 341.88 54 . 4.64 37254 2172.71 341.68 55 . 5.65 37255 2178.36 341.49 56 . 3.75 37256 2182.11 341.13 57 . 3.62 37257 2185.73 340.56 58 . 3.10 37258 2188.83 339.95 59 . 1.80 37259 2190.62 339.58 60 . 0.44 37260 2191.07 339.41 61 WL LB 1045HRS 1.34 37261 2192.40 339.09 62 D0.34 1.77 37262 2194.17 338.51 63 D0.92 1.60 37263 2195.77 338.10 64 D1.32 1.16 37264 2196.92 337.71 65 D 2.49 37265 2199.42 336.72 66 SOUNDING FIX 1.41 37266 2200.83 336.27 67 BP 4.03 37267 2204.86 334.57 68 SOUNDING FIX 3.13 37268 2207.98 333.32 69 BP 2.18 37269 2210.16 332.32 70 SOUNDING FIX 4.36 37270 2214.52 330.57 71 BP 1.09 37271 2215.61 330.47 72 SOUNDING FIX 1.86 37272 2217.47 330.42 73 BP 1.56 X/S 28 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37273 2219.03 330.37 74 BP 1.92 37274 2220.95 330.12 75 SOUNDING FIX 1.89 37275 2222.84 329.97 76 BP 1.98 37276 2224.83 330.37 77 SOUNDING FIX 4.63 37277 2229.46 331.52 78 SOUNDING FIX 6.61 37278 2236.07 332.82 79 SOUNDING FIX 1.44 37279 2237.51 332.92 80 BP 1.73 37280 2239.24 332.77 81 BP 1.83 37281 2241.07 332.87 82 BP 4.43 37282 2245.50 333.52 83 SOUNDING FIX 8.42 37283 2253.91 335.17 84 SOUNDING FIX 3.99 37284 2257.90 336.67 85 BP 1.52 37285 2259.42 336.92 86 SOUNDING FIX 1.54 37286 2260.96 337.15 87 D2.24 1.25 37287 2262.21 337.87 88 D1.53 1.26 37288 2263.47 338.42 89 D1.0 2.31 37289 2265.77 339.16 90 D0.26 1.26 37290 2267.03 339.42 91 WL RB 1100HRS 1.11 37291 2268.15 339.84 92 . 1.60 37292 2269.75 340.32 93 . 1.29 37293 2271.04 340.55 94 . 2.23 37294 2273.27 341.09 95 G/L SPIKE RB 2.25 37295 2275.52 341.76 96 . 2.20 37296 2277.72 342.29 97 TOE CUT 0.31 37297 2278.02 343.54 98 TOP CUT 2.18 37298 2280.21 343.76 99 . 2.44 37299 2282.64 344.17 100 . 2.39 37300 2285.03 345.27 101 . 1.00 37301 2286.03 345.66 102 . 2.71 37302 2288.74 346.41 103 . 1.85 37303 2290.59 346.36 104 . 2.68 37304 2293.27 346.68 105 . 4.12 37305 2297.39 346.79 106 . 7.04 37306 2304.43 347.21 107 . 6.11 37307 2310.54 347.59 108 TOE ROAD 1.52 37308 2312.06 348.47 109 . 1.73 37309 2313.79 349.33 110 G/L BOLT RB 3.96 X/S 28 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37310 2317.75 349.45 111 C/L ROAD JOIN 37200-37310 N 20d55'28" E 317.75 END X/S 29 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.24 0 DUMMY 2000.00 37454 2000.00 350.24 1 C/L NORTH TRACK 1.36 37453 2001.36 350.18 2 TOP BALLAST 1.09 37452 2002.45 349.64 3 . 1.32 37451 2003.76 349.45 4 . 4.46 37450 2008.22 346.78 5 TOE RR 3.13 37449 2011.35 346.43 6 FENCE LINE 11.68 37448 2023.03 346.35 7 . 7.21 37447 2030.24 346.10 8 . 3.12 37446 2033.35 345.89 9 C/L ROAD 9.21 37445 2042.57 345.93 10 . 17.50 37444 2060.06 345.99 11 . 9.96 37443 2070.03 346.12 12 . 7.11 37442 2077.13 346.34 13 . 5.32 37441 2082.45 346.30 14 . 3.51 37440 2085.97 345.82 15 . 4.56 37439 2090.52 345.74 16 . 3.82 37438 2094.34 345.85 17 . 4.92 37437 2099.27 345.93 18 . 8.09 37436 2107.36 345.90 19 . 8.46 37435 2115.83 345.99 20 . 9.97 37434 2125.80 345.93 21 . 11.16 37433 2136.96 345.80 22 . 3.67 37432 2140.63 345.86 23 . 1.14 37431 2141.77 346.02 24 . 4.12 37430 2145.89 346.17 25 C/L ROAD 2.61 37429 2148.51 346.32 26 EDGE ROAD 0.44 37428 2148.95 346.49 27 . 3.43 37427 2152.38 346.66 28 . 3.38 37426 2155.76 346.52 29 G/L BOLT LB 1.14 37425 2156.89 346.39 30 . 1.93 37424 2158.82 346.22 31 . 4.36 37423 2163.18 346.08 32 . 2.85 37422 2166.03 345.98 33 . 3.68 37421 2169.71 345.98 34 . 4.19 37420 2173.91 345.97 35 . 4.64 37419 2178.55 346.10 36 . 3.44 X/S 29 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37418 2181.99 345.99 37 . 1.52 37417 2183.51 345.85 38 . 4.55 37416 2188.06 345.69 39 . 3.86 37415 2191.91 345.41 40 G/L SPIKE LB 1.16 37414 2193.07 345.27 41 TOP CUT BANK 0.28 37413 2193.36 343.72 42 TOE CUT 1.04 37412 2194.40 343.04 43 . 2.23 37411 2196.63 342.24 44 . 2.43 37410 2199.06 341.69 45 . 2.18 37409 2201.23 341.16 46 . 3.12 37408 2204.35 340.46 47 . 1.02 37407 2205.37 340.10 48 . 1.44 37406 2206.81 339.72 49 . 0.29 37405 2207.10 339.56 50 WL LB 1230HRS 1.64 37404 2208.74 338.91 51 D.65 1.68 37403 2210.42 338.43 52 D1.1 1.79 37402 2212.21 337.89 53 D1.7 4.96 37401 2217.17 337.76 54 SOUNDING FIX 3.39 37400 2220.56 337.66 55 SOUNDING FIX 3.41 37399 2223.97 337.51 56 SOUNDING FIX 1.49 37398 2225.46 337.41 57 BP 4.68 37397 2230.14 337.51 58 SOUNDING FIX 4.88 37396 2235.02 337.66 59 SOUNDING FIX 5.40 37395 2240.43 337.86 60 SOUNDING FIX 5.65 37394 2246.07 337.96 61 SOUNDING FIX 4.95 37393 2251.02 338.01 62 SOUNDING FIX 2.68 37392 2253.70 338.06 63 BP 1.59 37391 2255.29 338.26 64 SOUNDING FIX 2.99 37390 2258.28 338.46 65 D1.12 3.14 37389 2261.42 338.75 66 D0.82 6.69 37388 2268.11 338.87 67 D.70 5.88 37387 2273.99 339.00 68 D0.58 4.64 37386 2278.63 339.14 69 D.42 2.42 37385 2281.06 339.39 70 D.18 2.02 37384 2283.07 339.57 71 WL BAR 4.18 37383 2287.25 339.70 72 . 3.77 37382 2291.02 339.63 73 . 1.06 X/S 29 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37381 2292.08 339.53 74 WL BAR 2.92 37380 2295.00 339.30 75 D.25 2.01 37379 2297.01 339.02 76 D.52 2.11 37378 2299.12 338.98 77 D.58 3.19 37377 2302.30 338.98 78 D.56 1.98 37376 2304.28 339.10 79 D.42 1.88 37375 2306.16 339.04 80 D.51 2.32 37374 2308.49 339.05 81 D.48 2.38 37373 2310.87 339.20 82 D.34 1.74 37372 2312.60 339.07 83 D.48 2.95 37371 2315.55 339.11 84 D.44 3.60 37370 2319.15 339.20 85 D0.34 4.46 37369 2323.61 339.35 86 D.19 5.78 37368 2329.39 339.40 87 D.14 6.13 37367 2335.52 339.54 88 WL BAR 2.16 37366 2337.68 339.56 89 . 0.90 37365 2338.58 339.54 90 WL BAR 3.83 37364 2342.41 339.44 91 D.12 5.53 37363 2347.94 339.23 92 D.32 4.34 37362 2352.27 339.08 93 D.46 3.15 37361 2355.42 338.93 94 D.62 4.50 37360 2359.92 338.86 95 D.70 4.19 37359 2364.11 338.77 96 D.78 4.43 37358 2368.54 338.74 97 D.81 3.91 37357 2372.45 338.82 98 D.74 3.08 37356 2375.53 338.89 99 D.67 5.27 37355 2380.80 338.97 100 D.58 3.62 37354 2384.42 338.96 101 D.59 6.53 37353 2390.94 339.02 102 D.54 4.64 37352 2395.59 339.08 103 D.47 3.73 37351 2399.32 339.00 104 D.56 4.71 37350 2404.03 338.93 105 D.64 4.77 37349 2408.80 338.89 106 D.66 4.06 37348 2412.86 338.95 107 D.56 3.32 37347 2416.18 338.86 108 D.70 3.44 37346 2419.62 338.87 109 D.70 2.68 37345 2422.30 338.81 110 D.75 2.16 X/S 29 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37344 2424.46 338.84 111 D.72 2.10 37343 2426.56 339.01 112 D.55 1.63 37342 2428.18 339.21 113 D0.35 1.81 37341 2429.99 339.55 114 WL RB 1215HRS 2.41 37340 2432.41 340.54 115 . 1.04 37339 2433.45 341.16 116 . 1.51 37338 2434.96 341.91 117 . 1.16 37337 2436.12 343.42 118 . 1.44 37336 2437.56 343.87 119 . 1.28 37335 2438.84 344.39 120 . 1.77 37334 2440.61 345.79 121 . 1.01 37333 2441.62 346.58 122 TOP CUT BANK 1.63 37332 2443.25 346.71 123 . 0.83 37331 2444.08 346.51 124 TOE DITCH 0.56 37330 2444.64 346.55 125 TOE DITCH 0.87 37329 2445.51 346.85 126 TOP SHOULDER 4.07 37328 2449.58 346.77 127 C/L ROAD 3.73 37327 2453.31 346.69 128 G/L BOLT RB 1.06 37326 2454.37 346.37 129 TOE DITCH 1.37 37325 2455.74 346.21 130 TOE DITCH 0.70 37324 2456.44 346.43 131 . 4.36 37323 2460.80 346.23 132 . 6.93 37322 2467.73 346.02 133 . 6.03 37321 2473.76 345.95 134 . 6.59 37320 2480.35 346.03 135 FIELD JOIN 37454-37320 N 23d2'32" E 480.35 END X/S 29.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.44 0 DUMMY 2000.00 37602 2000.00 349.44 1 C/L NORTH TRACK 1.46 37601 2001.46 349.41 2 TOP BALLAST 0.86 37600 2002.32 349.17 3 . 1.41 37599 2003.73 349.10 4 . 2.37 37598 2006.10 347.73 5 TOE DITCH 0.67 37597 2006.77 348.08 6 . 1.13 37596 2007.90 348.56 7 TOP BALLAST 1.72 37595 2009.62 348.73 8 C/L SPUR 1.35 37594 2010.96 348.74 9 TOP BALLAST 0.94 37593 2011.91 348.55 10 . 1.65 37592 2013.56 348.48 11 . 4.12 37591 2017.68 348.44 12 . 2.91 37590 2020.59 347.77 13 . 3.34 37589 2023.93 347.06 14 . 0.92 37588 2024.85 346.72 15 TOE DITCH 0.73 37587 2025.59 346.72 16 TOE DITCH 1.49 37586 2027.08 347.03 17 . 3.08 37585 2030.16 347.62 18 . 4.61 37584 2034.77 347.95 19 . 5.96 37583 2040.73 347.94 20 . 22.33 37582 2063.07 347.83 21 . 18.55 37581 2081.61 347.22 22 . 16.63 37580 2098.25 346.88 23 . 10.75 37579 2109.00 346.53 24 . 12.24 37578 2121.23 346.18 25 . 15.79 37577 2137.02 346.45 26 . 4.26 37576 2141.28 346.41 27 . 2.97 37575 2144.26 346.46 28 C/L ROAD 3.95 37574 2148.21 346.43 29 G/L BOLT LB 1.09 37573 2149.30 346.32 30 TOP 1.28 37572 2150.58 345.64 31 TOE 1.75 37571 2152.33 345.13 32 . 1.84 37570 2154.17 345.05 33 . 2.47 37569 2156.63 345.07 34 . 1.44 37568 2158.07 345.14 35 . 0.42 37567 2158.49 345.06 36 TOP CUT BANK 0.54 X/S 29.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37566 2159.03 343.88 37 . 0.65 37565 2159.68 343.56 38 . 1.65 37564 2161.33 342.92 39 . 1.55 37563 2162.88 342.40 40 . 2.42 37562 2165.30 341.57 41 . 2.61 37561 2167.91 340.94 42 . 2.95 37560 2170.86 340.21 43 . 1.92 37559 2172.79 339.78 44 . 0.09 37558 2172.87 339.63 45 WL LB 1505HRS 0.79 37557 2173.66 339.50 46 D.14 1.51 37556 2175.18 339.09 47 D.56 1.67 37555 2176.84 338.86 48 D.78 2.00 37554 2178.84 338.58 49 D1.06 5.80 37553 2184.64 338.53 50 SOUNDING FIX 3.92 37552 2188.55 338.43 51 SOUNDING FIX 3.23 37551 2191.79 338.38 52 SOUNDING FIX 4.12 37550 2195.90 338.43 53 SOUNDING FIX 6.90 37549 2202.81 338.68 54 SOUNDING FIX 1.79 37548 2204.60 338.78 55 BP 4.95 37547 2209.55 338.83 56 SOUNDING FIX 8.23 37546 2217.78 338.78 57 SOUNDING FIX 4.28 37545 2222.06 338.83 58 BP 3.23 37544 2225.28 338.58 59 SOUNDING FIX 6.67 37543 2231.96 338.28 60 BP 2.00 37542 2233.96 338.23 61 SOUNDING FIX 5.02 37541 2238.97 338.48 62 BP 3.13 37540 2242.10 338.58 63 SOUNDING FIX 6.75 37539 2248.85 338.53 64 SOUNDING FIX 4.81 37538 2253.66 338.43 65 BP 4.81 37537 2258.47 338.38 66 SOUNDING FIX 4.90 37536 2263.37 338.53 67 BP 4.90 37535 2268.26 338.58 68 SOUNDING FIX 4.25 37534 2272.51 338.63 69 BP 4.25 37533 2276.76 338.88 70 SOUNDING FIX 1.90 37532 2278.67 338.93 71 BP 1.63 37531 2280.30 338.68 72 BP 1.56 37530 2281.86 338.63 73 BP 1.56 X/S 29.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37529 2283.42 338.53 74 SOUNDING FIX 5.93 37528 2289.35 338.43 75 SOUNDING FIX 6.01 37527 2295.35 338.33 76 SOUNDING FIX 4.63 37526 2299.98 338.38 77 SOUNDING FIX 4.17 37525 2304.16 338.57 78 D1.10 2.70 37524 2306.86 338.84 79 D.83 3.22 37523 2310.09 338.82 80 D.85 1.41 37522 2311.49 338.90 81 D.75 3.56 37521 2315.05 338.97 82 D.69 3.36 37520 2318.40 339.06 83 D.62 4.28 37519 2322.68 339.09 84 D.55 2.28 37518 2324.96 339.23 85 D.44 2.45 37517 2327.41 339.38 86 D0.28 2.24 37516 2329.65 339.44 87 D.20 3.56 37515 2333.21 339.45 88 D.20 3.83 37514 2337.05 339.42 89 D.22 4.39 37513 2341.43 339.52 90 D.15 1.61 37512 2343.05 339.60 91 D.05 1.34 37511 2344.39 339.58 92 D.05 3.13 37510 2347.52 339.49 93 D.15 4.12 37509 2351.64 339.43 94 D.22 3.89 37508 2355.52 339.28 95 D.37 3.96 37507 2359.48 339.07 96 D.56 3.87 37506 2363.35 338.85 97 D.80 2.57 37505 2365.92 338.75 98 D.90 2.42 37504 2368.34 338.92 99 D.72 2.90 37503 2371.24 339.01 100 D.64 3.70 37502 2374.94 339.03 101 D.62 2.95 37501 2377.89 339.16 102 D.49 2.72 37500 2380.61 339.32 103 D.32 2.72 37499 2383.33 339.63 104 WL RB 1450HRS 1.50 37498 2384.83 339.74 105 . 1.81 37497 2386.64 340.07 106 . 1.54 37496 2388.18 340.48 107 . 1.69 37495 2389.87 340.76 108 . 1.33 37494 2391.20 341.58 109 . 0.34 37493 2391.54 342.38 110 TOP CUT BANK 1.54 X/S 29.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37492 2393.08 342.80 111 . 2.49 37491 2395.56 343.28 112 . 3.26 37490 2398.82 343.99 113 . 2.15 37489 2400.97 344.47 114 . 0.81 37488 2401.79 344.98 115 . 0.90 37487 2402.69 346.06 116 . 0.69 37486 2403.38 346.63 117 TOP CUT BANK 2.79 37485 2406.17 346.51 118 . 3.35 37484 2409.52 346.47 119 G/L BOLT RB 1.72 37483 2411.25 346.44 120 . 1.08 37482 2412.33 346.55 121 . 2.39 37481 2414.72 346.56 122 . 1.54 37480 2416.26 346.24 123 TOE DITCH 0.64 37479 2416.90 346.27 124 TOE DITCH 0.77 37478 2417.67 346.51 125 SHOULDER RD 3.96 37477 2421.63 346.48 126 C/L ROAD 3.36 37476 2424.99 346.42 127 SHOULDER RD 1.05 37475 2426.04 346.37 128 . 2.50 37474 2428.54 346.55 129 . 4.22 37473 2432.76 346.62 130 . 5.67 37472 2438.42 346.82 131 . 19.65 37471 2458.07 346.95 132 . 13.26 37470 2471.34 346.90 133 . 8.03 37469 2479.36 346.99 134 FILL 5.34 37468 2484.70 347.30 135 TOP FILL 6.72 37467 2491.42 346.28 136 . 12.90 37466 2504.32 346.36 137 . 7.39 37465 2511.71 346.05 138 . 5.69 37464 2517.40 345.73 139 . 5.52 37463 2522.92 345.78 140 TOE FILL NRM GND 1.09 37462 2524.01 346.40 141 NORMAL GRND 1.75 37461 2525.76 347.19 142 EDGE FILL 4.07 37460 2529.83 347.57 143 FILL LEVEL JOIN 37602-37460 N 2d14'7" W 529.83 END X/S 30.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.49 0 DUMMY 2000.00 37819 2000.00 349.49 1 C/L NORTH TRACK 1.63 37818 2001.63 349.53 2 . 9.16 37817 2010.79 349.54 3 . 24.08 37816 2034.87 349.29 4 . 24.86 37815 2059.73 348.88 5 . 17.17 37814 2076.90 348.52 6 . 13.12 37813 2090.01 348.17 7 . 13.11 37812 2103.13 347.87 8 C/L WITTNER ROAD 8.89 37811 2112.02 347.70 9 . 8.17 37810 2120.19 347.61 10 . 8.59 37809 2128.78 347.66 11 . 11.50 37808 2140.28 347.81 12 . 9.02 37807 2149.30 347.93 13 SHOULDER 10.01 37806 2159.30 348.20 14 SHOULDER 4.82 37805 2164.12 348.40 15 SHOULDER 8.04 37804 2172.16 348.81 16 G/L BOLT LB 1.98 37803 2174.14 348.82 17 G/L WINGWALL 0.10 37802 2174.24 349.53 18 TOP END WINGWALL 2.47 37801 2176.71 349.31 19 TOP COR WINGWALL 0.72 37800 2177.43 349.35 20 TOP COR LB DECK 0.61 37799 2178.04 349.35 21 TOP DECK ABUTMNT 0.01 37798 2178.05 347.45 22 BOTTM SPAN CHORD 0.01 37797 2178.06 346.62 23 G/L ABUTMENT 1.90 37796 2179.96 345.79 24 . 1.60 37795 2181.55 345.69 25 SCOUR LINE 3.13 37794 2184.69 344.99 26 . 4.27 37793 2188.96 344.29 27 . 2.20 37792 2191.16 343.89 28 . 2.69 37791 2193.85 343.65 29 . 1.17 37790 2195.02 343.28 30 . 4.10 37789 2199.13 342.67 31 . 1.55 37788 2200.68 342.10 32 . 0.71 37787 2201.39 341.97 33 . 0.44 37786 2201.82 341.65 34 . 2.41 37785 2204.24 341.17 35 G/L PIER FOOTING 0.15 37784 2204.39 341.83 36 TOP PIER FOOTING 0.79 X/S 30.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37783 2205.18 341.83 37 TOE PIER 0.01 37782 2205.19 348.72 38 TOP PIER #8 1.06 37781 2206.25 348.72 39 TOP PIER #8 0.01 37780 2206.26 341.83 40 TOE PIER 0.79 37779 2207.05 341.83 41 TOP PIER FOOTING 0.28 37778 2207.33 340.65 42 G/L PIER FOOTING 0.88 37777 2208.21 340.41 43 . 2.24 37776 2210.45 340.08 44 . 2.66 37775 2213.11 339.87 45 . 1.73 37774 2214.83 339.65 46 WL LB 1.48 37773 2216.31 339.44 47 D.21 2.43 37772 2218.74 339.11 48 D.54 3.01 37771 2221.75 339.11 49 D.54 3.48 37770 2225.23 339.10 50 D.54 1.28 37769 2226.51 338.78 51 D.87 2.65 37768 2229.16 338.78 52 D.86 1.66 37767 2230.82 339.09 53 D.56 1.18 37766 2232.00 339.30 54 G/L PIER FOOTING 0.59 37765 2232.59 341.82 55 TOP PIER FOOTING 0.79 37764 2233.38 341.82 56 TOE PIER 0.01 37763 2233.39 349.98 57 TOP PIER #7 1.06 37762 2234.45 349.98 58 TOP PIER #7 0.01 37761 2234.46 341.82 59 TOE PIER 0.79 37760 2235.25 341.82 60 TOP PIER FOOTING 0.59 37759 2235.84 339.26 61 G/L PIER FOOTING 0.62 37758 2236.46 339.04 62 D0.61 1.50 37757 2237.95 338.82 63 D.82 2.30 37756 2240.25 338.79 64 D0.86 2.16 37755 2242.42 339.12 65 D.54 1.55 37754 2243.97 339.22 66 D.44 2.54 37753 2246.51 339.01 67 D.63 2.02 37752 2248.54 338.85 68 D.80 2.81 37751 2251.34 338.93 69 D0.72 2.18 37750 2253.53 339.05 70 D0.60 2.37 37749 2255.89 338.96 71 D0.69 1.37 37748 2257.26 339.01 72 D0.64 1.98 37747 2259.24 339.38 73 D.26 1.04 X/S 30.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37746 2260.28 339.66 74 G/L PIER FOOTING 0.50 37745 2260.78 341.81 75 TOP PIER FOOTING 0.79 37744 2261.57 341.81 76 TOE PIER 0.01 37743 2261.58 351.07 77 TOP PIER #6 1.06 37742 2262.64 351.07 78 TOP PIER #6 0.01 37741 2262.65 341.81 79 TOE PIER 0.79 37740 2263.44 341.81 80 TOP PIER FOOTING 0.49 37739 2263.93 339.72 81 G/L PIER FOOTING 0.62 37738 2264.55 339.65 82 WL LB 1715HRS 0.93 37737 2265.48 339.51 83 D.14 1.94 37736 2267.42 339.17 84 D.47 2.44 37735 2269.86 338.74 85 D.91 1.72 37734 2271.58 338.45 86 D1.22 4.51 37733 2276.09 338.07 87 SOUNDING FIX 2.11 37732 2278.19 337.97 88 BP 4.51 37731 2282.70 338.02 89 SOUNDING FIX 5.02 37730 2287.72 337.97 90 SOUNDING FIX 1.66 37729 2289.38 337.77 91 BP 1.88 37728 2291.26 337.86 92 TOP G/L FOOTING 0.79 37727 2292.05 337.86 93 TOE PIER 0.01 37726 2292.06 351.83 94 TOP PIER #5 1.06 37725 2293.12 351.83 95 TOP PIER #5 0.01 37724 2293.13 337.86 96 TOE PIER 0.40 37723 2293.53 337.86 97 G/L 0N FOOTING 4.34 37722 2297.87 338.22 98 BP 4.12 37721 2301.98 337.92 99 SOUNDING FIX 1.23 37720 2303.21 337.77 100 BP 2.75 37719 2305.96 337.62 101 BP 1.95 37718 2307.91 337.67 102 SOUNDING FIX 6.50 37717 2314.41 337.22 103 SOUNDING FIX 1.68 37716 2316.08 337.07 104 BP 1.19 37715 2317.27 337.12 105 BP 1.52 37714 2318.79 337.27 106 SOUNDING FIX 2.93 37713 2321.72 337.76 107 G/L PIER FOOTING 0.02 37712 2321.74 337.86 108 TOP PIER FOOTING 0.79 37711 2322.53 337.86 109 TOE PIER 0.01 37710 2322.54 352.15 110 TOP PIER #4 1.06 X/S 30.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37709 2323.60 352.15 111 TOP PIER #4 0.01 37708 2323.61 337.86 112 TOE PIER 0.46 37707 2324.07 337.86 113 G/L ON FOOTING 2.17 37706 2326.24 338.42 114 BP 2.43 37705 2328.67 338.47 115 SOUNDING FIX 2.67 37704 2331.34 338.36 116 D1.33 1.44 37703 2332.78 338.55 117 D1.14 2.34 37702 2335.11 338.72 118 D0.96 1.73 37701 2336.84 338.97 119 D.72 3.92 37700 2340.77 339.27 120 D.42 4.54 37699 2345.31 339.51 121 D.18 2.49 37698 2347.80 339.48 122 D.19 1.92 37697 2349.72 339.36 123 D.32 1.98 37696 2351.70 339.61 124 G/L PIER FOOTING 0.52 37695 2352.22 341.84 125 TOP PIER FOOTING 0.79 37694 2353.01 341.84 126 TOE PIER 0.01 37693 2353.02 352.03 127 TOP PIER #3 1.06 37692 2354.08 352.03 128 TOP PIER #3 0.01 37691 2354.09 341.84 129 TOE PIER 0.79 37690 2354.88 341.84 130 TOP PIER FOOTING 0.49 37689 2355.37 339.72 131 G/L PIER FOOTING 1.97 37688 2357.34 339.75 132 . 1.69 37687 2359.03 339.69 133 WL 1.88 37686 2360.91 339.53 134 D.16 2.89 37685 2363.81 339.45 135 D.25 3.29 37684 2367.10 339.41 136 D.29 4.13 37683 2371.22 339.32 137 D.40 1.82 37682 2373.04 339.42 138 D.28 1.66 37681 2374.70 339.69 139 WL 3.28 37680 2377.99 339.64 140 D.04 1.90 37679 2379.89 339.59 141 G/L PIER FOOTING 0.52 37678 2380.41 341.84 142 TOP PIER FOOTING 0.79 37677 2381.20 341.84 143 TOE PIER 0.01 37676 2381.21 351.54 144 TOP PIER #2 1.06 37675 2382.27 351.54 145 TOP PIER #2 0.01 37674 2382.28 341.84 146 TOE PIER 0.79 37673 2383.07 341.84 147 TOP PIER FOOTING 0.47 X/S 30.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37672 2383.54 339.84 148 G/L PIER FOOTING 2.48 37671 2386.02 339.83 149 . 0.89 37670 2386.90 339.69 150 WL 1.16 37669 2388.06 339.55 151 D.14 1.63 37668 2389.69 339.32 152 D.37 1.63 37667 2391.32 339.32 153 D0.38 1.88 37666 2393.20 339.39 154 D0.30 1.35 37665 2394.55 339.70 155 WL RB 1645HRS 0.54 37664 2395.09 339.82 156 . 0.74 37663 2395.83 339.93 157 . 1.82 37662 2397.65 340.28 158 . 3.42 37661 2401.06 340.66 159 . 4.23 37660 2405.29 340.88 160 . 1.31 37659 2406.61 340.73 161 . 1.74 37658 2408.35 340.73 162 G/L PIER FOOTING 0.26 37657 2408.61 341.84 163 TOP PIER FOOTING 0.79 37656 2409.40 341.84 164 TOE PIER 0.01 37655 2409.41 350.65 165 TOP PIER #1 1.06 37654 2410.47 350.65 166 TOP PIER #1 0.01 37653 2410.48 341.84 167 TOE PIER 0.79 37652 2411.27 341.84 168 TOP PIER FOOTING 0.17 37651 2411.44 341.08 169 G/L PIER FOOTING 1.38 37650 2412.81 341.67 170 . 1.35 37649 2414.17 342.18 171 . 1.74 37648 2415.91 342.30 172 . 1.98 37647 2417.89 342.68 173 . 2.60 37646 2420.49 343.36 174 . 1.45 37645 2421.94 343.96 175 . 1.97 37644 2423.91 344.83 176 . 1.06 37643 2424.97 345.32 177 . 0.77 37642 2425.74 346.10 178 . 1.18 37641 2426.92 346.64 179 . 1.52 37640 2428.44 347.65 180 . 1.02 37639 2429.47 347.80 181 . 2.02 37638 2431.48 347.90 182 . 1.64 37637 2433.13 348.07 183 . 1.90 37636 2435.03 348.42 184 . 1.15 X/S 30.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 25, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37635 2436.18 348.76 185 . 1.42 37634 2437.60 349.10 186 G/L ABUTMENT 0.01 37633 2437.61 349.58 187 BOTTM SPAN CHORD 0.01 37632 2437.62 351.49 188 TOP DECK ABUTMNT 0.61 37631 2438.23 351.49 189 TOP COR RB DECK 0.54 37630 2438.77 351.47 190 TOP COR WINGWALL 2.62 37629 2441.38 351.66 191 TOP END WINGWALL 0.09 37628 2441.48 350.99 192 G/L END WINGWALL 3.26 37627 2444.73 350.91 193 G/L BOLT RB 6.64 37626 2451.37 350.59 194 . 6.05 37625 2457.42 350.40 195 . 3.73 37624 2461.15 350.35 196 . 3.22 37623 2464.37 350.40 197 . 3.85 37622 2468.22 350.46 198 C/L SHUSWAP ROAD 3.74 37621 2471.95 350.51 199 EDGE ROAD 5.32 37620 2477.27 350.60 200 . 5.47 37619 2482.74 350.76 201 . 8.40 37618 2491.14 350.91 202 EDGE CONC DRIVWY 3.01 37617 2494.14 350.94 203 . 1.91 37616 2496.05 351.05 204 . 3.96 37615 2500.01 351.22 205 . 5.44 37614 2505.45 351.52 206 . 5.51 37613 2510.96 351.94 207 . 5.50 37612 2516.46 352.20 208 . 7.28 37611 2523.74 352.56 209 . 1.55 37610 2525.29 352.65 210 FENCE LINE JOIN 37819-37610 N 2d9'38" W 525.29 END X/S 30.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.49 0 DUMMY 2000.00 37820 2000.00 349.49 1 C/L NORTH TRACK 1.64 37821 2001.64 349.53 2 . 9.12 37822 2010.76 349.54 3 . 24.06 37823 2034.82 349.29 4 . 24.85 37824 2059.67 348.88 5 . 17.16 37825 2076.83 348.52 6 . 13.12 37826 2089.96 348.17 7 . 13.09 37827 2103.05 347.87 8 C/L WITTNER RD 8.91 37828 2111.96 347.70 9 . 8.13 37829 2120.09 347.61 10 . 8.55 37830 2128.64 347.66 11 . 11.53 37831 2140.17 347.81 12 . 9.38 37832 2149.56 348.00 13 . 12.15 37833 2161.70 348.16 14 . 7.21 37834 2168.92 348.51 15 . 3.77 37835 2172.69 348.74 16 G/L BOLT LB 1.26 37836 2173.95 348.68 17 G/L @ WINGWALL 0.05 37837 2174.00 349.55 18 TOP END WINGWALL 2.67 37838 2176.67 349.33 19 TOP COR WINGWALL 0.73 37839 2177.40 349.35 20 TOP COR LB DECK 0.61 37840 2178.01 349.35 21 TOP DECK ABUTMNT 0.01 37841 2178.02 347.45 22 BOTTM SPAN CHORD 0.01 37842 2178.03 347.29 23 G/L ABUTMENT 1.81 37843 2179.84 347.06 24 . 1.60 37844 2181.44 346.24 25 . 0.94 37845 2182.38 345.47 26 . 1.10 37846 2183.48 345.13 27 . 1.38 37847 2184.86 344.77 28 . 1.47 37848 2186.33 344.43 29 . 2.06 37849 2188.39 344.13 30 . 3.05 37850 2191.44 343.84 31 . 3.23 37851 2194.67 343.64 32 . 2.32 37852 2197.00 343.39 33 . 1.83 37853 2198.83 342.92 34 . 1.79 37854 2200.62 342.50 35 . 2.24 37855 2202.86 342.03 36 . 1.48 X/S 30.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37856 2204.33 341.68 37 G/L PIER FOOTING 0.03 37857 2204.36 341.83 38 TOP PIER FOOTING 0.79 37858 2205.15 341.83 39 TOE PIER 0.01 37859 2205.16 348.72 40 TOP PIER #8 1.06 37860 2206.22 348.72 41 TOP PIER #8 0.01 37861 2206.23 341.83 42 TOE PIER 0.79 37862 2207.02 341.83 43 TOP PIER FOOTING 0.20 37863 2207.22 340.98 44 G/L PIER FOOTING 3.65 37864 2210.87 340.54 45 . 2.97 37865 2213.84 340.15 46 . 2.91 37866 2216.75 339.85 47 . 1.36 37867 2218.11 339.72 48 WL 1.80 37868 2219.90 339.47 49 D.26 2.57 37869 2222.48 339.47 50 D0.28 2.14 37870 2224.61 339.37 51 D.36 2.35 37871 2226.96 339.52 52 D.32 2.74 37872 2229.70 339.74 53 WL 2.40 37873 2232.10 339.85 54 G/L PIER FOOTING 0.46 37874 2232.56 341.82 55 TOP PIER FOOTING 0.79 37875 2233.35 341.82 56 TOE PIER 0.01 37876 2233.36 349.98 57 TOP PIER #7 1.06 37877 2234.42 349.98 58 TOP PIER #7 0.01 37878 2234.43 341.82 59 TOE PIER 0.79 37879 2235.22 341.82 60 TOP PIER FOOTING 0.48 37880 2235.70 339.77 61 G/L PIER FOOTING 0.75 37881 2236.46 339.72 62 . 3.39 37882 2239.84 339.67 63 . 4.32 37883 2244.16 339.58 64 D.09 3.25 37884 2247.41 339.46 65 D.22 2.26 37885 2249.67 339.47 66 D.20 3.18 37886 2252.85 339.59 67 D.28 2.11 37887 2254.96 339.67 68 WL 0.77 37888 2255.73 339.79 69 . 2.83 37889 2258.56 339.90 70 . 1.76 37890 2260.32 339.96 71 G/L PIER FOOTING 0.43 37891 2260.75 341.81 72 TOP PIER FOOTING 0.79 37892 2261.54 341.81 73 TOE PIER 0.01 X/S 30.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37893 2261.55 351.07 74 TOP PIER #6 1.06 37894 2262.61 351.07 75 TOP PIER #6 0.01 37895 2262.62 341.81 76 TOE PIER 0.79 37896 2263.41 341.81 77 TOP PIER FOOTING 0.50 37897 2263.91 339.66 78 G/L PIER FOOTING 0.70 37898 2264.61 339.50 79 D0.16 1.85 37899 2266.47 339.24 80 D.41 1.80 37900 2268.26 339.04 81 D.62 1.35 37901 2269.61 338.90 82 D.78 2.27 37902 2271.88 338.69 83 D.98 1.14 37903 2273.02 338.46 84 D1.22 0.87 37904 2273.89 338.37 85 SOUNDING FIX 2.85 37905 2276.74 338.17 86 SOUNDING FIX 1.52 37906 2278.25 338.27 87 BP 1.88 37907 2280.14 338.12 88 SOUNDING FIX 1.29 37908 2281.43 338.07 89 BP 1.75 37909 2283.18 338.12 90 SOUNDING FIX 2.48 37910 2285.66 338.32 91 SOUNDING FIX 1.24 37911 2286.90 338.27 92 SOUNDING FIX 4.33 37912 2291.23 337.86 93 TOP PIER FOOTING 0.79 37913 2292.02 337.86 94 TOE PIER 0.01 37914 2292.03 351.83 95 TOP PIER #5 1.06 37915 2293.09 351.83 96 TOP PIER #5 0.01 37916 2293.10 337.86 97 TOE PIER 0.79 37917 2293.89 337.86 98 TOP PIER FOOTING 3.65 37918 2297.54 337.67 99 SOUNDING FIX 3.20 37919 2300.74 337.42 100 BP 0.92 37920 2301.66 337.67 101 SOUNDING FIX 1.97 37921 2303.63 337.82 102 BP 1.22 37922 2304.85 337.87 103 BP 1.49 37923 2306.34 337.62 104 SOUNDING FIX 5.09 37924 2311.43 337.67 105 SOUNDING FIX 0.92 37925 2312.35 337.67 106 BP 2.28 37926 2314.64 337.52 107 BP 1.27 37927 2315.91 337.77 108 SOUNDING FIX 1.76 37928 2317.67 337.67 109 BP 1.64 37929 2319.31 337.92 110 BP 0.80 X/S 30.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37930 2320.11 338.02 111 SOUNDING FIX 2.39 37931 2322.50 338.30 112 G/L @ EDGE PIER 0.01 37932 2322.51 352.15 113 TOP PIER #4 1.06 37933 2323.57 352.15 114 TOP PIER #4 0.01 37934 2323.58 338.44 115 G/L @ EDGE PIER 2.46 37935 2326.05 338.57 116 SOUNDING FIX 2.73 37936 2328.77 338.77 117 SOUNDING FIX 3.54 37937 2332.31 338.84 118 D.86 1.98 37938 2334.29 339.28 119 D.42 0.93 37939 2335.22 339.42 120 D.27 2.45 37940 2337.67 339.34 121 D.36 1.99 37941 2339.66 339.32 122 D.38 1.23 37942 2340.88 339.08 123 D0.62 1.71 37943 2342.60 339.24 124 D0.47 3.53 37944 2346.12 339.46 125 D.26 2.63 37945 2348.75 339.45 126 D0.27 2.27 37946 2351.02 339.49 127 D0.22 0.65 37947 2351.67 339.61 128 G/L PIER FOOTING 0.52 37948 2352.19 341.84 129 TOP PIER FOOTING 0.79 37949 2352.98 341.84 130 TOE PIER 0.01 37950 2352.99 352.03 131 TOP PIER #3 1.06 37951 2354.05 352.03 132 TOP PIER #3 0.01 37952 2354.06 341.84 133 TOE PIER 0.79 37953 2354.85 341.84 134 TOP PIER FOOTING 0.50 37954 2355.35 339.67 135 G/L PIER FOOTING 0.37 37955 2355.73 339.67 136 WL RB 1110HRS 1.61 37956 2357.33 339.52 137 D0.19 3.49 37957 2360.82 339.51 138 D0.21 5.56 37958 2366.38 339.56 139 D.15 4.32 37959 2370.70 339.64 140 D.08 2.36 37960 2373.05 339.52 141 D.20 3.97 37961 2377.03 339.42 142 D.30 2.82 37962 2379.84 339.51 143 G/L PIER FOOTING 0.54 37963 2380.38 341.82 144 TOP PIER FOOTING 0.79 37964 2381.17 341.82 145 TOE PIER 0.01 37965 2381.18 351.54 146 TOP PIER #2 1.06 37966 2382.24 351.54 147 TOP PIER #2 0.01 X/S 30.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 37967 2382.25 341.82 148 TOE PIER 0.79 37968 2383.04 341.82 149 TOP PIER FOOTING 0.57 37969 2383.61 339.38 150 G/L PIER FOOTING 3.99 37970 2387.60 339.26 151 D0.47 3.42 37971 2391.02 339.49 152 D0.24 3.09 37972 2394.11 339.72 153 WL 3.16 37973 2397.27 340.18 154 . 4.25 37974 2401.52 340.63 155 . 5.28 37975 2406.80 340.99 156 . 1.62 37976 2408.42 341.16 157 G/L PIER FOOTING 0.16 37977 2408.58 341.84 158 TOP PIER FOOTING 0.79 37978 2409.37 341.84 159 TOE PIER 0.01 37979 2409.38 350.65 160 TOP PIER #1 1.06 37980 2410.44 350.65 161 TOP PIER #1 0.01 37981 2410.45 341.84 162 TOE PIER 0.79 37982 2411.24 341.84 163 TOP PIER FOOTING 0.05 37983 2411.29 341.63 164 G/L PIER FOOTING 1.59 37984 2412.89 342.07 165 . 2.46 37985 2415.35 342.37 166 . 2.56 37986 2417.91 342.50 167 . 1.96 37987 2419.87 342.98 168 . 1.81 37988 2421.68 343.37 169 . 0.32 37989 2422.00 343.70 170 . 2.19 37990 2424.19 344.26 171 . 1.72 37991 2425.91 345.20 172 . 0.69 37992 2426.60 346.01 173 . 1.77 37993 2428.37 346.83 174 . 1.37 37994 2429.75 347.22 175 . 2.17 37995 2431.92 348.07 176 . 1.01 37996 2432.93 348.66 177 . 1.32 37997 2434.25 349.43 178 . 3.34 37998 2437.58 349.58 179 G/L @ SPAN CHORD 0.01 37999 2437.59 351.49 180 TOP DECK ABUTMNT 0.61 38000 2438.20 351.49 181 TOP COR RB DECK 0.48 38001 2438.68 351.48 182 TOP COR WINGWALL 2.50 38002 2441.18 351.63 183 TOP END WINGWALL 0.08 38003 2441.26 351.08 184 G/L END WINGWALL 1.84 X/S 30.2 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38004 2443.09 351.10 185 G/L BOLT RB 2.73 38005 2445.82 350.92 186 . 5.29 38006 2451.11 350.75 187 . 5.02 38007 2456.13 350.55 188 . 5.64 38008 2461.78 350.42 189 . 4.91 38009 2466.69 350.45 190 . 3.54 38010 2470.23 350.53 191 C/L SHUSWAP ROAD 3.85 38011 2474.08 350.52 192 . 14.61 38012 2488.69 350.94 193 . 14.49 38013 2503.18 351.32 194 . 5.69 38014 2508.86 351.37 195 EDGE CONC DRIVWY 1.67 38015 2510.54 351.40 196 . 4.71 38016 2515.25 352.16 197 . 2.78 38017 2518.03 352.59 198 . 3.42 38018 2521.45 352.68 199 . JOIN 37820-38018 N 2d11'19" W 521.45 END X/S 31.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.88 0 DUMMY 2000.00 38200 2000.00 347.88 1 . 5.00 38201 2005.00 347.78 2 . 0.50 38202 2005.50 347.38 3 . 2.50 38203 2008.00 347.28 4 FENCE LINE 1.46 38204 2009.46 347.24 5 TOP 0.69 38205 2010.14 346.70 6 TOE DITCH 0.78 38206 2010.92 346.74 7 TOE DITCH 0.87 38207 2011.79 347.02 8 TOP DITCH 4.99 38208 2016.78 346.97 9 TOE ROAD 1.89 38209 2018.67 347.61 10 SHOULDER RD 5.80 38210 2024.47 347.42 11 C/L WITTER RD 6.74 38211 2031.21 347.20 12 SHOULDER RD 1.16 38212 2032.37 346.60 13 TOE DITCH 1.04 38213 2033.40 346.61 14 TOE DITCH 2.79 38214 2036.19 347.69 15 . 2.90 38215 2039.09 348.94 16 . 1.76 38216 2040.86 349.21 17 TOP FILL 7.40 38217 2048.26 349.32 18 . 9.77 38218 2058.03 349.38 19 . 7.30 38219 2065.33 349.39 20 . 6.20 38220 2071.52 348.97 21 . 3.64 38221 2075.17 348.84 22 G/L BOLT LB 3.47 38222 2078.64 348.68 23 . 2.86 38223 2081.50 348.39 24 . 4.18 38224 2085.68 348.34 25 . 3.96 38225 2089.64 348.02 26 . 3.62 38226 2093.26 347.52 27 . 2.17 38227 2095.42 346.92 28 . 1.68 38228 2097.10 346.53 29 . 1.57 38229 2098.67 346.15 30 TOP CUT 0.21 38230 2098.89 345.21 31 . 0.92 38231 2099.80 344.81 32 . 0.88 38232 2100.69 344.18 33 . 1.05 38233 2101.74 343.35 34 . 1.04 38234 2102.78 343.17 35 . 0.56 38235 2103.34 342.33 36 . 1.49 X/S 31.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38236 2104.83 341.85 37 . 0.86 38237 2105.69 341.69 38 . 1.10 38238 2106.80 341.13 39 . 1.38 38239 2108.18 340.75 40 . 2.59 38240 2110.76 340.25 41 . 1.57 38241 2112.34 339.91 42 . 2.14 38242 2114.47 339.72 43 WL LB 3.06 38243 2117.53 339.39 44 D0.36 1.54 38244 2119.07 339.31 45 D0.44 1.92 38245 2121.00 339.17 46 D0.58 3.01 38246 2124.01 339.06 47 D0.68 3.18 38247 2127.19 339.00 48 D0.75 3.00 38248 2130.19 338.84 49 D0.89 2.36 38249 2132.56 338.86 50 D0.89 4.28 38250 2136.84 339.13 51 D.60 3.29 38251 2140.12 339.35 52 D0.38 2.99 38252 2143.11 339.61 53 D0.14 2.80 38253 2145.91 339.75 54 WL BAR 0.93 38254 2146.84 339.79 55 . 3.32 38255 2150.16 339.71 56 . 3.42 38256 2153.58 339.74 57 . 5.06 38257 2158.64 339.83 58 . 1.63 38258 2160.28 339.76 59 . 0.40 38259 2160.68 339.71 60 WL LB 1300HRS 1.98 38260 2162.66 339.42 61 D0.30 1.57 38261 2164.23 339.05 62 D.65 1.17 38262 2165.39 338.79 63 D.94 1.23 38263 2166.62 338.38 64 D1.32 1.12 38264 2167.74 338.26 65 SOUNDING FIX 2.58 38265 2170.33 337.91 66 SOUNDING FIX 4.39 38266 2174.72 337.21 67 BP 3.71 38267 2178.43 337.16 68 SOUNDING FIX 4.01 38268 2182.44 337.21 69 BP 3.62 38269 2186.06 337.06 70 BP 3.15 38270 2189.21 337.11 71 SOUNDING FIX 4.22 38271 2193.43 337.16 72 BP 5.66 38272 2199.08 338.51 73 BP 2.57 X/S 31.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38273 2201.65 338.71 74 SOUNDING FIX 5.66 38274 2207.32 339.01 75 BP 4.27 38275 2211.59 339.16 76 BP 3.74 38276 2215.33 339.21 77 SOUNDING FIX 6.07 38277 2221.40 339.16 78 BP 2.12 38278 2223.52 339.11 79 SOUNDING FIX 4.43 38279 2227.95 338.91 80 BP 2.74 38280 2230.69 338.91 81 SOUNDING FIX 3.07 38281 2233.76 338.96 82 SOUNDING FIX 2.63 38282 2236.40 338.96 83 SOUNDING FIX 4.48 38283 2240.88 338.91 84 SOUNDING FIX 2.65 38284 2243.52 338.81 85 BP 4.39 38285 2247.91 338.66 86 SOUNDING FIX 11.39 38286 2259.30 338.72 87 D1.04 2.21 38287 2261.51 338.96 88 D0.78 3.05 38288 2264.56 339.03 89 D0.70 4.87 38289 2269.44 339.25 90 D0.47 4.46 38290 2273.89 339.24 91 D0.48 7.07 38291 2280.96 339.12 92 D.60 6.09 38292 2287.05 339.23 93 D0.48 6.32 38293 2293.37 339.40 94 D0.32 2.12 38294 2295.49 339.62 95 D.12 4.37 38295 2299.86 339.61 96 D.12 5.75 38296 2305.61 339.56 97 D.18 4.71 38297 2310.32 339.65 98 D.08 2.40 38298 2312.73 339.71 99 WL RB 1320HRS 3.85 38299 2316.58 340.04 100 . 6.25 38300 2322.83 340.66 101 . 2.77 38301 2325.60 340.86 102 . 4.70 38302 2330.30 341.45 103 . 0.42 38303 2330.72 341.66 104 . 2.79 38304 2333.50 341.95 105 . 2.16 38305 2335.66 342.35 106 . 6.28 38306 2341.94 343.01 107 . 3.96 38307 2345.90 343.45 108 . 1.80 38308 2347.70 343.72 109 . 0.47 38309 2348.18 344.07 110 . 2.24 X/S 31.1 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38310 2350.42 344.81 111 . 2.41 38311 2352.83 346.17 112 . 2.17 38312 2355.00 346.96 113 . 1.70 38313 2356.71 347.37 114 TOP 3.35 38314 2360.06 347.58 115 . 2.34 38315 2362.40 347.78 116 . 2.73 38316 2365.12 348.03 117 C/L ACCESS RD 4.33 38317 2369.46 348.18 118 . 1.57 38318 2371.03 348.55 119 . 1.39 38319 2372.42 349.26 120 . 1.91 38320 2374.33 349.56 121 . 1.27 38321 2375.60 349.87 122 G/L BOLT RB 6.05 38322 2381.65 350.07 123 C/L SHUSWP RD 4.90 38323 2386.55 350.05 124 EDGE RD 1.44 38324 2387.99 349.91 125 . 1.46 38325 2389.46 349.78 126 . 5.22 38326 2394.68 350.28 127 . 8.92 38327 2403.60 351.29 128 ON SLOPE JOIN 38200-38327 N 4d35'37" W 403.60 END X/S 32 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 345.98 0 DUMMY 2000.00 38480 2000.00 345.98 1 . 10.48 38479 2010.48 345.92 2 . 10.11 38478 2020.60 346.20 3 TOE RETAIN WALL 0.04 38477 2020.63 346.65 4 TOP RETAIN WALL 3.64 38476 2024.27 346.79 5 TOE RETAIN WALL 0.07 38475 2024.34 347.49 6 TOP RETAIN WALL 3.43 38474 2027.77 347.64 7 OPP SE CORNER 13.06 38472 2040.83 347.65 8 EDGE BUILDING 1.35 38471 2042.18 347.65 9 FENCE LINE 0.60 38470 2042.78 347.57 10 TOE DITCH 1.00 38469 2043.78 348.01 11 SHOULDER RD 0.25 38468 2044.03 348.09 12 EDGE PAVEMENT 5.38 38467 2049.41 348.17 13 G/L ROAD 5.67 38466 2055.08 348.07 14 EDGE PAVEMENT 0.30 38465 2055.38 348.03 15 SHOULDER RD 1.75 38464 2057.13 347.07 16 TOE ROAD 0.66 38463 2057.79 346.92 17 . 1.65 38462 2059.44 346.80 18 G/L BOLT LB 0.87 38461 2060.31 346.77 19 TOP 0.50 38460 2060.81 346.59 20 TOP RIP RAP 1.04 38459 2061.85 346.40 21 ON RIP 2.17 38458 2064.02 344.71 22 ON RIP 1.56 38457 2065.58 344.13 23 ON RIP 2.58 38456 2068.16 342.67 24 ON RIP 2.94 38455 2071.10 341.08 25 TOE RIP RAP 2.09 38454 2073.19 340.76 26 . 1.26 38453 2074.44 340.32 27 . 1.46 38452 2075.90 340.16 28 . 0.13 38451 2076.03 339.99 29 . 1.04 38450 2077.07 339.80 30 WL LB 1.85 38449 2078.92 339.49 31 D.32 1.74 38448 2080.66 338.99 32 D.82 1.43 38447 2082.09 338.45 33 D1.37 0.71 38446 2082.81 337.09 34 D 0.89 38445 2083.69 336.11 35 SOUNDING FIX 0.65 38444 2084.34 335.71 36 BP 1.63 X/S 32 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38443 2085.97 335.46 37 SOUNDING FIX 1.07 38442 2087.04 335.16 38 BP 2.89 38441 2089.93 335.06 39 SOUNDING FIX 3.03 38440 2092.95 335.11 40 SOUNDING FIX 3.27 38439 2096.22 335.16 41 SOUNDING FIX 3.25 38438 2099.47 335.21 42 SOUNDING FIX 4.11 38437 2103.59 335.26 43 SOUNDING FIX 4.31 38436 2107.90 335.36 44 SOUNDING FIX 0.82 38435 2108.72 337.71 45 BP 1.14 38434 2109.86 338.26 46 BP 1.96 38433 2111.82 338.36 47 SOUNDING FIX 3.06 38432 2114.88 338.61 48 SOUNDING FIX 2.73 38431 2117.61 338.71 49 SOUNDING FIX 1.42 38430 2119.03 338.75 50 D1.06 2.31 38429 2121.34 338.83 51 D.97 2.52 38428 2123.86 338.99 52 D.81 4.07 38427 2127.92 339.18 53 D0.63 3.30 38426 2131.22 339.24 54 D0.58 2.96 38425 2134.18 339.29 55 D0.52 3.11 38424 2137.29 339.46 56 D.35 3.88 38423 2141.17 339.66 57 D0.15 2.73 38422 2143.90 339.81 58 WL RB 1545HRS 2.52 38421 2146.42 339.87 59 . 2.39 38420 2148.81 340.03 60 G/L NAIL BAR 1.36 38419 2150.17 340.01 61 . 1.63 38418 2151.80 340.21 62 . 5.92 38417 2157.72 340.19 63 . 1.36 38416 2159.08 340.32 64 . 2.71 38415 2161.79 340.36 65 . 1.96 38414 2163.76 340.28 66 . 8.84 38413 2172.60 340.38 67 . 11.34 38412 2183.94 340.38 68 . 8.97 38411 2192.91 340.43 69 . 2.64 38410 2195.55 340.34 70 . 3.70 38409 2199.25 340.34 71 . 2.82 38408 2202.07 340.40 72 . 7.89 38407 2209.96 340.36 73 . 12.22 X/S 32 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38406 2222.18 340.29 74 . 16.11 38405 2238.29 340.09 75 . 8.74 38404 2247.03 340.01 76 . 3.69 38403 2250.72 339.86 77 . 5.64 38402 2256.36 339.90 78 . 3.04 38401 2259.40 339.80 79 . 3.42 38400 2262.82 339.79 80 . 3.98 38399 2266.80 339.84 81 . 8.13 38398 2274.93 339.84 82 . 0.91 38397 2275.84 339.79 83 . 7.30 38396 2283.14 339.72 84 . 3.03 38395 2286.17 339.76 85 . 2.96 38394 2289.13 339.85 86 . 5.11 38393 2294.24 339.97 87 . 3.38 38392 2297.62 339.90 88 . 4.62 38391 2302.24 339.91 89 . 6.32 38390 2308.56 340.05 90 . 6.41 38389 2314.97 340.12 91 . 10.47 38388 2325.44 340.16 92 . 9.57 38387 2335.01 340.11 93 . 1.73 38386 2336.74 340.05 94 . 3.61 38385 2340.35 339.98 95 . 4.87 38384 2345.22 340.00 96 . 4.31 38383 2349.53 340.04 97 . 6.12 38382 2355.65 340.05 98 . 3.62 38381 2359.27 340.06 99 . 3.24 38380 2362.51 340.23 100 . 5.00 38379 2367.51 340.27 101 . 1.41 38378 2368.92 340.24 102 . 3.63 38377 2372.55 340.31 103 . 3.63 38376 2376.18 340.29 104 . 2.86 38375 2379.04 340.29 105 . 3.19 38374 2382.23 340.28 106 . 2.25 38373 2384.48 340.28 107 . 3.80 38372 2388.28 340.25 108 . 1.03 38371 2389.31 340.20 109 . 4.30 38370 2393.61 340.13 110 . 0.92 X/S 32 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38369 2394.53 340.06 111 WL 6.19 38368 2400.72 340.02 112 . 2.80 38367 2403.52 339.97 113 D.12 2.99 38366 2406.51 339.86 114 . 2.87 38365 2409.38 339.93 115 . 2.31 38364 2411.69 340.01 116 . 4.19 38363 2415.88 340.02 117 . 2.30 38362 2418.18 340.10 118 . 0.96 38361 2419.14 340.15 119 . 1.73 38360 2420.87 340.41 120 . 3.37 38359 2424.24 340.64 121 . 2.37 38358 2426.61 340.98 122 . 0.95 38357 2427.56 341.23 123 . 2.09 38356 2429.65 341.76 124 . 2.16 38355 2431.80 342.39 125 . 2.18 38354 2433.98 342.82 126 . 1.89 38353 2435.87 343.11 127 . 1.55 38352 2437.42 343.35 128 . 1.68 38351 2439.09 343.86 129 . 1.10 38350 2440.19 344.47 130 . 0.95 38349 2441.14 345.07 131 . 1.04 38348 2442.19 345.48 132 TOP CUT BANK 3.25 38347 2445.44 345.46 133 FENCE LINE 3.60 38346 2449.04 345.54 134 . 4.68 38345 2453.72 345.54 135 . 11.70 38344 2465.42 345.54 136 . 9.19 38343 2474.61 345.73 137 . 3.98 38342 2478.59 345.85 138 . 4.74 38341 2483.32 346.06 139 FENCE LINE 1.60 38340 2484.92 346.05 140 . 0.51 38339 2485.44 345.96 141 TOE DITCH 0.40 38338 2485.84 345.91 142 TOE DITCH 1.02 38337 2486.86 346.36 143 G/L BOLT RB 0.72 38336 2487.58 346.31 144 . 3.15 38335 2490.73 346.43 145 C/L SHUSWAP RD 4.05 38334 2494.78 346.55 146 SHOULDER RD 1.61 38333 2496.39 346.40 147 TOE ROAD 4.05 X/S 32 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38332 2500.44 346.54 148 . 3.97 38331 2504.41 346.57 149 FENCE LINE 0.90 38330 2505.31 346.62 150 FIELD JOIN 38480-38330 N 2d25'17" W 505.31 END X/S 33 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 345.50 0 DUMMY 2000.00 38625 2000.00 345.50 1 . 6.97 38624 2006.97 345.82 2 . 5.33 38623 2012.30 345.97 3 FIELD LEVEL 7.29 38622 2019.59 346.20 4 TOE BERM 1.16 38621 2020.75 346.40 5 . 1.59 38620 2022.33 346.85 6 TOP BERM 1.12 38619 2023.46 346.90 7 G/L BOLT LB 1.81 38618 2025.26 346.84 8 TOP BERM 1.35 38617 2026.62 346.36 9 . 3.95 38616 2030.56 345.59 10 TOE BERM 4.27 38615 2034.83 345.45 11 . 4.11 38614 2038.94 345.41 12 FENCE LINE 2.81 38613 2041.75 345.38 13 TOP 1.30 38612 2043.05 344.97 14 . 0.73 38611 2043.78 344.39 15 . 2.15 38610 2045.93 343.86 16 . 2.09 38609 2048.02 343.49 17 . 2.59 38608 2050.61 342.97 18 TOP CUT 1.20 38607 2051.81 342.06 19 . 2.03 38606 2053.85 341.33 20 . 1.30 38605 2055.14 341.03 21 . 1.72 38604 2056.86 340.54 22 . 1.99 38603 2058.85 340.15 23 TOE BANK 2.94 38602 2061.80 340.03 24 . 5.69 38601 2067.49 339.88 25 WL 6.43 38600 2073.92 339.75 26 D.14 7.04 38599 2080.96 339.61 27 D.28 1.56 38598 2082.52 339.68 28 D.21 5.34 38597 2087.86 339.58 29 D.31 2.88 38596 2090.74 339.57 30 D.30 4.69 38595 2095.43 339.53 31 D.37 2.79 38594 2098.22 339.87 32 WL 0.47 38593 2098.69 339.99 33 . 1.46 38592 2100.14 340.26 34 . 2.03 38591 2102.17 340.56 35 . 1.36 38590 2103.53 340.62 36 . 1.87 X/S 33 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38589 2105.40 340.57 37 . 1.18 38588 2106.58 340.30 38 . 1.18 38587 2107.76 340.16 39 . 0.97 38586 2108.74 339.88 40 WL LB 1825HRS 1.06 38585 2109.80 339.65 41 D.24 1.60 38584 2111.40 339.42 42 D0.46 1.60 38583 2113.01 339.23 43 D.65 2.41 38582 2115.41 338.92 44 D.97 2.94 38581 2118.36 338.23 45 SOUNDING FIX 4.50 38580 2122.85 337.48 46 BP 2.66 38579 2125.52 337.33 47 SOUNDING FIX 7.40 38578 2132.92 337.23 48 SOUNDING FIX 6.75 38577 2139.67 337.03 49 SOUNDING FIX 1.17 38576 2140.84 337.08 50 BP 5.15 38575 2145.98 337.33 51 BP 3.16 38574 2149.14 337.33 52 BP 1.44 38573 2150.58 337.23 53 SOUNDING FIX 2.96 38572 2153.54 337.28 54 BP 2.20 38571 2155.73 337.48 55 BP 2.20 38570 2157.93 337.78 56 SOUNDING FIX 1.37 38569 2159.30 338.08 57 BP 1.24 38568 2160.54 338.18 58 BP 3.09 38567 2163.63 338.33 59 SOUNDING FIX 4.45 38566 2168.07 338.56 60 D1.33 1.65 38565 2169.73 338.87 61 D1.01 1.54 38564 2171.27 339.12 62 D.76 2.43 38563 2173.70 339.49 63 D.40 2.25 38562 2175.95 339.89 64 WL RB 1815HRS 1.15 38561 2177.10 339.97 65 . 1.13 38560 2178.23 340.15 66 . 1.74 38559 2179.97 340.33 67 . 2.98 38558 2182.96 340.67 68 . 1.32 38557 2184.27 340.75 69 G/L SPIKE RB 3.24 38556 2187.51 340.76 70 . 3.98 38555 2191.49 340.73 71 . 6.43 38554 2197.92 340.78 72 . 9.26 38553 2207.18 340.79 73 . 4.53 X/S 33 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38552 2211.71 340.40 74 . 3.04 38551 2214.75 340.26 75 . 5.33 38550 2220.08 340.38 76 . 6.37 38549 2226.45 340.47 77 . 10.81 38548 2237.26 340.41 78 . 2.70 38547 2239.96 340.28 79 . 10.72 38546 2250.68 340.24 80 . 9.06 38545 2259.74 340.02 81 . 2.48 38544 2262.22 340.11 82 . 3.59 38543 2265.81 340.10 83 . 5.50 38542 2271.31 340.14 84 . 3.79 38541 2275.10 340.20 85 . 10.77 38540 2285.87 340.29 86 . 7.61 38539 2293.48 340.29 87 . 8.73 38538 2302.21 340.22 88 . 12.21 38537 2314.42 340.15 89 . 0.89 38536 2315.31 340.23 90 . 2.13 38535 2317.44 340.27 91 . 6.20 38534 2323.64 340.26 92 . 6.83 38533 2330.47 340.32 93 . 5.53 38532 2336.00 340.32 94 . 4.09 38531 2340.09 340.34 95 . 2.97 38530 2343.06 340.53 96 . 3.03 38529 2346.09 340.40 97 . 3.28 38528 2349.37 340.49 98 . 5.07 38527 2354.44 340.55 99 . 3.96 38526 2358.40 340.57 100 . 5.33 38525 2363.73 340.56 101 . 4.86 38524 2368.59 340.53 102 . 4.45 38523 2373.04 340.40 103 . 4.55 38522 2377.59 340.41 104 . 2.26 38521 2379.85 340.43 105 . 1.45 38520 2381.30 340.33 106 . 1.71 38519 2383.01 340.42 107 . 2.16 38518 2385.17 340.49 108 . 5.24 38517 2390.41 340.54 109 . 3.41 38516 2393.82 340.53 110 . 2.93 X/S 33 SOUTH THOMPSON RIVER AT KAMLOOPS PROJ.# 2001-2 APRIL 26, 2001 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 38515 2396.75 340.66 111 . 6.84 38514 2403.59 340.85 112 . 3.83 38513 2407.42 341.00 113 TOE BANK 1.60 38512 2409.02 341.61 114 . 2.47 38511 2411.49 342.05 115 . 1.52 38510 2413.00 342.53 116 . 2.75 38509 2415.75 342.87 117 . 3.28 38508 2419.04 343.21 118 . 2.89 38507 2421.92 343.54 119 . 4.41 38506 2426.34 344.18 120 TOE 3.24 38505 2429.57 345.12 121 . 1.50 38504 2431.07 345.63 122 . 1.60 38503 2432.67 346.60 123 . 1.75 38502 2434.42 347.47 124 TOP CUT 2.42 38501 2436.84 347.88 125 . 3.27 38500 2440.11 348.17 126 G/L BOLT RB 4.64 38499 2444.75 348.27 127 . 2.22 38498 2446.97 348.30 128 . 0.90 38497 2447.87 347.85 129 TOE DITCH 0.31 38496 2448.18 347.85 130 TOE DITCH 0.96 38495 2449.14 348.36 131 . 0.52 38494 2449.66 348.51 132 SHOULDER RD 3.85 38493 2453.51 348.55 133 C/L ROAD 3.34 38492 2456.85 348.53 134 EDGE PAVEMENT 7.31 38491 2464.16 348.61 135 . 11.40 38490 2475.56 348.80 136 C/L DRIVEWAY JOIN 38625-38490 N 10d19'2" W 475.56 END