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 2 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 6, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.81 0 DUMMY 2000.00 11301 2000.00 347.81 1 REF 2000 SURVEY 82.72 10100 2082.72 346.61 2 IB LB 6.46 10099 2089.18 344.92 3 ON SLOPE 14.23 10098 2103.41 343.34 4 . 15.20 10097 2118.61 343.26 5 TOE SLOPE 10.10 10096 2128.71 342.98 6 VEG.LINE 23.40 10095 2152.11 342.60 7 INST. 11.30 10094 2163.40 342.36 8 W/L LB 2.26 10093 2165.67 342.31 9 . 3.91 10092 2169.58 342.30 10 0.09 DEEP 13.73 10091 2183.31 342.26 11 0.13 DEEP 13.20 10090 2196.50 342.31 12 0.09 DEEP 22.30 10089 2218.80 342.10 13 .29DEEP 10.10 10088 2228.90 341.89 14 . 5.19 10087 2234.09 341.86 15 FIX 10 18.86 10086 2252.95 339.76 16 FIX 9 19.01 10085 2271.96 338.66 17 . 10.86 10084 2282.83 338.36 18 FIX 8 10.32 10083 2293.15 338.56 19 . 5.84 10082 2298.99 338.06 20 . 7.79 10081 2306.78 338.66 21 . 3.89 10080 2310.67 337.76 22 . 7.79 10079 2318.46 338.56 23 FIX 7 21.85 10078 2340.30 338.26 24 . 4.96 10077 2345.27 337.46 25 . 8.94 10076 2354.21 338.06 26 . 8.94 10075 2363.14 337.56 27 FIX 6 6.50 10074 2369.65 337.66 28 . 3.72 10073 2373.36 337.06 29 . 12.08 10072 2385.44 337.56 30 . 2.79 10071 2388.23 336.66 31 . 8.36 10070 2396.59 337.56 32 . 3.72 10069 2400.30 337.06 33 FIX 5 5.40 10068 2405.70 337.46 34 . 21.60 10067 2427.30 337.56 35 . 12.60 10066 2439.89 337.16 36 FIX 4 7.68 X/S 2 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 6, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10065 2447.57 337.56 37 . 17.12 10064 2464.69 337.26 38 . 4.80 10063 2469.49 336.86 39 FIX 3 11.24 10062 2480.73 336.96 40 . 14.04 10061 2494.77 335.96 41 FIX 2 5.85 10060 2500.62 338.76 42 . 3.60 10059 2504.22 339.16 43 . 5.84 10058 2510.06 340.46 44 FIX 1 9.84 10057 2519.89 341.04 45 DP1.35 2.26 10056 2522.15 341.85 46 DP.5 1.39 10055 2523.54 342.39 47 W/L RB 1.47 10054 2525.01 342.80 48 . 2.06 10053 2527.07 343.14 49 . 11.25 10052 2538.32 343.85 50 TOE SLOPE 3.29 10051 2541.61 345.54 51 TOP BANK 7.12 10050 2548.73 345.59 52 CONC. NAIL CL RD JOIN 11301-10050 S 50d5'11" W 548.73 END X/S 3 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 7, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.84 0 DUMMY 2000.00 11601 2000.00 349.84 1 REF 2000 SURVEY 5.59 10139 2005.59 349.79 2 TOP NAT.BOUND. 10.61 10138 2016.19 346.03 3 TOE 32.89 10137 2049.08 345.74 4 IB LB 18.49 10136 2067.57 345.57 5 CENT RD TOP HILL 41.08 10135 2108.65 343.15 6 . 32.05 10134 2140.70 342.76 7 INST. 0.70 10133 2141.40 342.72 8 W/L LB 2.90 10132 2144.29 342.16 9 .057 DP 3.37 10131 2147.66 341.10 10 FIX 11 5.84 10130 2153.50 341.00 11 . 13.14 10129 2166.64 341.40 12 FIX 10 40.48 10128 2207.11 341.50 13 FIX 9 36.90 10127 2244.01 341.10 14 FIX 8 39.57 10126 2283.59 340.90 15 FIX 7 5.98 10125 2289.57 340.40 16 . 60.81 10124 2350.38 340.00 17 FIX 6 44.32 10123 2394.70 338.90 18 FIX 5 43.07 10122 2437.77 337.40 19 FIX 4 10.67 10121 2448.44 337.10 20 . 3.56 10120 2452.00 337.60 21 . 17.79 10119 2469.79 336.30 22 FIX 3 6.80 10118 2476.59 335.90 23 . 33.99 10117 2510.58 335.40 24 FIX 2 12.07 10116 2522.65 336.20 25 . 12.81 10115 2535.45 339.20 26 FIX 1 2.64 10114 2538.09 340.72 27 DP1.9 2.58 10113 2540.68 342.74 28 W/L RB 4.17 10112 2544.85 346.13 29 TOP BANK 7.46 10111 2552.31 345.99 30 EDGE ROAD 4.09 10110 2556.39 346.04 31 CONC. NAIL RB JOIN 11601-10110 S 63d19'39" W 556.39 END X/S 4 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 7, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 343.84 0 DUMMY 2000.00 10447 2000.00 343.84 1 IB LB 8.08 10446 2008.08 343.39 2 . 10.69 10445 2018.77 343.16 3 . 2.20 10444 2020.97 343.40 4 . 9.49 10443 2030.46 343.83 5 . 2.09 10442 2032.55 343.66 6 . 2.70 10441 2035.24 343.23 7 . 6.29 10440 2041.54 344.04 8 . 4.40 10439 2045.93 344.20 9 . 6.60 10438 2052.53 343.76 10 TOP BANK 2.40 10437 2054.93 343.01 11 W/L LB 3.40 10436 2058.33 341.81 12 DP1.2 3.82 10435 2062.15 341.60 13 FIX 13 2.08 10434 2064.23 341.10 14 . 4.15 10433 2068.38 341.10 15 . 9.35 10432 2077.73 338.80 16 FIX 12 5.22 10431 2082.95 336.70 17 . 15.65 10430 2098.60 336.60 18 FIX 11 12.41 10429 2111.01 336.30 19 . 12.41 10428 2123.42 336.70 20 FIX 10 18.96 10427 2142.38 338.00 21 FIX 9 9.58 10426 2151.96 338.50 22 . 4.11 10425 2156.07 337.90 23 . 9.58 10424 2165.65 338.60 24 FIX 8 10.78 10423 2176.44 339.00 25 FIX 7 4.08 10422 2180.52 339.10 26 FIX 6 11.50 10421 2192.02 338.60 27 . 11.50 10420 2203.52 339.20 28 . 9.86 10419 2213.38 338.80 29 FIX 5 11.26 10418 2224.64 338.80 30 . 4.33 10417 2228.97 338.30 31 . 6.06 10416 2235.04 339.10 32 . 17.33 10415 2252.36 338.40 33 FIX 4 22.41 10414 2274.77 339.10 34 . 10.40 10413 2285.18 338.40 35 FIX 3 7.88 10412 2293.06 339.20 36 . 6.13 X/S 4 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 7, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10411 2299.19 338.50 37 . 21.02 10410 2320.21 338.70 38 FIX 2 8.66 10409 2328.88 338.50 39 . 11.54 10408 2340.41 340.70 40 FIX 1 4.34 10407 2344.76 341.84 41 1.2 DEEP 1.41 10406 2346.17 343.00 42 W/L RB 5.75 10405 2351.92 346.54 43 TOP BANK 0.90 10404 2352.81 346.54 44 IB RB 12.48 10403 2365.29 345.39 45 . 15.54 10402 2380.83 345.16 46 . 10.22 10401 2391.04 345.05 47 . 22.04 10400 2413.08 344.80 48 EDGE RD JOIN 10447-10400 S 77d31'58" W 413.08 END X/S 5 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 7, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 351.73 0 DUMMY 2000.00 13200 2000.00 351.73 1 REF '00 SURVEY 8.69 10627 2008.69 351.73 2 . 42.11 10626 2050.80 352.13 3 TOP ABUT.CL 0.03 10625 2050.83 349.39 4 . 1.06 10624 2051.89 349.33 5 BASE ABUT. 1.93 10623 2053.82 346.52 6 . 8.73 10622 2062.55 343.98 7 . 8.64 10621 2071.19 342.97 8 G/L @ EDGE PIER 0.20 10620 2071.39 348.39 9 TOP EDGE PIER 14 2.28 10619 2073.67 348.39 10 TOP EDGE PIER 14 0.20 10618 2073.87 343.13 11 G/L @ EDGE PIER 13.83 10617 2087.70 342.89 12 . 8.03 10616 2095.73 343.29 13 . 3.88 10615 2099.61 342.85 14 G/L @ EDGE PIER 0.28 10614 2099.89 348.39 15 TOP EDGE PIER 13 2.14 10613 2102.03 348.39 16 TOP EDGE PIER 13 0.22 10612 2102.25 342.49 17 G/L @ EDGE PIER 11.81 10611 2114.06 343.31 18 . 8.02 10610 2122.08 342.18 19 . 6.02 10609 2128.10 342.19 20 G/L @ EDGE PIER 0.23 10608 2128.33 348.39 21 TOP EDGE PIER 12 1.98 10607 2130.31 348.39 22 TOP EDGE PIER 12 0.25 10606 2130.56 342.19 23 G/L @ EDGE PIER 19.81 10605 2150.37 342.21 24 . 6.05 10604 2156.42 341.84 25 G/L @ EDGE PIER 0.25 10603 2156.67 348.39 26 TOP EDGE PIER 11 1.98 10602 2158.65 348.39 27 TOP EDGE PIER 11 0.25 10601 2158.90 341.86 28 G/L @ EDGE PIER 4.39 10600 2163.29 340.38 29 DP 2.55 8.20 10599 2171.49 339.60 30 FIX 39 5.94 10598 2177.43 336.60 31 FIX 38 3.94 10597 2181.37 336.80 32 FIX 37 2.17 10596 2183.54 337.20 33 G/L @ CRIBBING 0.02 10595 2183.56 340.16 34 TOP CRIBBING 1.14 10594 2184.70 340.16 35 TOE PIER 0.31 10593 2185.01 348.39 36 TOP EDGE PIER 10 1.98 X/S 5 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 7, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10592 2186.99 348.39 37 TOP EDGE PIER 10 0.31 10591 2187.30 340.16 38 TOE PIER 1.14 10590 2188.44 340.16 39 TOP CRIBBING 0.02 10589 2188.46 337.47 40 G/L @ CRIBBING 5.29 10588 2193.75 337.20 41 FIX 36 2.60 10587 2196.35 337.00 42 . 1.82 10586 2198.17 337.30 43 . 1.82 10585 2199.99 337.30 44 FIX 35 1.37 10584 2201.36 337.20 45 . 1.09 10583 2202.46 337.60 46 . 1.37 10582 2203.82 337.60 47 FIX 34 5.23 10581 2209.06 338.20 48 FIX 33 2.82 10580 2211.88 338.15 49 G/L @ CRIBBING 0.02 10579 2211.90 340.16 50 TOP CRIBBING 1.14 10578 2213.04 340.16 51 TOE PIER 0.31 10577 2213.35 348.39 52 TOP EDGE PIER 9 1.98 10576 2215.33 348.39 53 TOP EDGE PIER 9 0.33 10575 2215.66 340.16 54 TOE PIER 1.12 10574 2216.78 340.16 55 TOP CRIBBING 0.02 10573 2216.80 338.05 56 G/L @ CRIBBING 2.31 10572 2219.11 337.80 57 FIX 32 5.23 10571 2224.34 337.40 58 FIX 31 5.68 10570 2230.02 338.10 59 FIX 30 3.81 10569 2233.84 337.80 60 FIX 29 6.38 10568 2240.22 338.24 61 G/L @ CRIBBING 0.02 10567 2240.24 340.56 62 TOP CRIBBING 1.14 10566 2241.38 340.63 63 TOE PIER 0.31 10565 2241.69 348.39 64 TOP EDGE PIER 8 1.98 10564 2243.67 348.39 65 TOP EDGE PIER 8 0.31 10563 2243.98 340.62 66 TOE PIER 1.14 10562 2245.12 340.47 67 TOP CRIBBING 0.02 10561 2245.14 337.84 68 G/L @ CRIBBING 3.14 10560 2248.28 337.10 69 FIX 28 3.31 10559 2251.59 336.80 70 . 2.36 10558 2253.95 337.80 71 FIX 27 1.96 10557 2255.91 338.00 72 . 6.72 10556 2262.63 337.70 73 FIX 26 0.40 X/S 5 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 7, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10555 2263.03 337.30 74 . 1.61 10554 2264.65 337.20 75 FIX 25 3.91 10553 2268.56 338.06 76 G/L @ CRIBBING 0.02 10552 2268.58 340.52 77 TOP CRIBBING 1.14 10551 2269.72 340.57 78 TOE PIER 0.31 10550 2270.03 348.39 79 TOP EDGE PIER 7 1.98 10549 2272.01 348.39 80 TOP EDGE PIER 7 0.31 10548 2272.32 340.55 81 TOE PIER 1.14 10547 2273.46 340.49 82 TOP CRIBBING 0.02 10546 2273.48 338.35 83 G/L @ CRIBBING 3.46 10545 2276.94 338.00 84 FIX 24 2.32 10544 2279.26 338.50 85 . 3.09 10543 2282.35 338.50 86 FIX 23 7.54 10542 2289.89 338.50 87 FIX 22 5.93 10541 2295.82 338.50 88 FIX 21 1.08 10540 2296.90 338.62 89 G/L @ CRIBBING 0.02 10539 2296.92 340.67 90 TOP CRIBBING 1.14 10538 2298.06 340.74 91 TOE PIER 0.31 10537 2298.37 348.39 92 TOP EDGE PIER 6 1.98 10536 2300.35 348.39 93 TOP EDGE PIER 6 0.31 10535 2300.66 340.77 94 TOE PIER 1.14 10534 2301.80 340.64 95 TOP CRIBBING 0.02 10533 2301.82 338.13 96 G/L @ CRIBBING 1.63 10532 2303.45 337.60 97 FIX 20 2.24 10531 2305.69 337.30 98 . 1.99 10530 2307.68 338.40 99 . 1.49 10529 2309.17 338.40 100 FIX 19 7.60 10528 2316.77 338.60 101 FIX 18 1.82 10527 2318.60 337.80 102 . 0.91 10526 2319.51 338.30 103 . 4.10 10525 2323.61 338.10 104 FIX 17 1.62 10524 2325.24 338.91 105 G/L @ CRIBBING 0.02 10523 2325.26 340.56 106 TOP CRIBBING 1.14 10522 2326.40 340.63 107 TOE PIER 0.31 10521 2326.71 348.39 108 TOP EDGE PIER 5 1.98 10520 2328.69 348.39 109 TOP EDGE PIER 5 0.31 10519 2329.00 340.64 110 TOE PIER 1.14 X/S 5 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 7, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10518 2330.14 340.56 111 TOP CRIBBING 0.02 10517 2330.16 339.96 112 G/L @ CRIBBING 2.59 10516 2332.75 339.70 113 FIX 16 1.74 10515 2334.48 338.00 114 . 3.97 10514 2338.45 338.30 115 FIX 15 2.09 10513 2340.55 337.90 116 . 5.94 10512 2346.48 338.20 117 FIX 14 3.08 10511 2349.56 338.00 118 . 2.70 10510 2352.26 338.80 119 FIX 13 1.32 10509 2353.58 338.73 120 G/L @ CRIBBING 0.02 10508 2353.60 340.16 121 TOP CRIBBING 1.14 10507 2354.74 340.16 122 TOE PIER 0.31 10506 2355.05 348.39 123 TOP EDGE PIER 4 1.98 10505 2357.03 348.39 124 TOP EDGE PIER 4 0.31 10504 2357.34 340.16 125 TOE PIER 1.14 10503 2358.48 340.16 126 TOP CRIBBING 0.02 10502 2358.50 338.14 127 G/L @ CRIBBING 1.67 10501 2360.17 337.80 128 FIX 12 1.24 10500 2361.41 337.60 129 . 4.97 10499 2366.38 337.80 130 FIX 11 6.33 10498 2372.71 338.20 131 . 1.15 10497 2373.86 337.90 132 FIX 10 2.28 10496 2376.14 337.70 133 . 2.28 10495 2378.42 339.20 134 . 1.71 10494 2380.12 339.40 135 FIX 9 1.79 10493 2381.92 339.40 136 G/L @ CRIBBING 0.02 10492 2381.94 340.16 137 TOP CRIBBING 1.14 10491 2383.08 340.16 138 TOE PIER 0.31 10490 2383.39 348.39 139 TOP EDGE PIER 3 1.98 10489 2385.37 348.39 140 TOP EDGE PIER 3 0.31 10488 2385.68 340.16 141 TOE PIER 1.14 10487 2386.82 340.16 142 TOP CRIBBING 0.02 10486 2386.84 340.06 143 G/L @ CRIBBING 0.26 10485 2387.09 340.40 144 FIX 8 3.20 10484 2390.30 337.70 145 . 2.46 10483 2392.76 337.50 146 FIX 7 6.02 10482 2398.78 337.30 147 . 5.69 X/S 5 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 7, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10481 2404.47 337.90 148 FIX 6 0.79 10480 2405.26 338.00 149 . 1.31 10479 2406.57 337.80 150 . 1.31 10478 2407.88 338.20 151 FIX 5 2.38 10477 2410.26 338.15 152 G/L @ CRIBBING 0.02 10476 2410.28 340.16 153 TOP CRIBBING 1.14 10475 2411.42 340.16 154 TOE PIER 0.31 10474 2411.73 348.39 155 TOP EDGE PIER 2 1.98 10473 2413.71 348.39 156 TOP EDGE PIER 2 0.31 10472 2414.02 340.16 157 TOE PIER 1.14 10471 2415.16 340.16 158 TOP CRIBBING 0.02 10470 2415.18 338.27 159 G/L @ CRIBBING 18.26 10469 2433.43 339.57 160 . 3.98 10468 2437.41 339.92 161 TOE 2.07 10467 2439.48 341.05 162 . 0.32 10466 2439.80 341.25 163 G/L @ EDGE PIER 0.27 10465 2440.07 348.39 164 TOP EDGE PIER 1 1.98 10464 2442.05 348.39 165 TOP EDGE PIER 1 0.23 10463 2442.28 342.35 166 G/L @ EDGE PIER 1.64 10462 2443.92 343.14 167 . 1.25 10461 2445.17 344.14 168 . 2.35 10460 2447.52 345.42 169 TOP 5.31 10459 2452.82 346.32 170 EDGE RD 3.37 10458 2456.19 346.49 171 EDGE RD 4.73 10457 2460.92 348.73 172 . 1.61 10456 2462.53 349.29 173 TOE SEAT 0.02 10455 2462.55 349.38 174 TOP SEAT 0.89 10454 2463.44 349.38 175 TOP SEAT @ ABUT 0.02 10453 2463.46 352.02 176 TOP ABUTMENT 4.45 10452 2467.91 352.02 177 . 1.01 10451 2468.92 352.02 178 G/L IB RB 22.91 10450 2491.83 352.02 179 RR BED JOIN 13200-10450 S 64d11'1" W 491.83 END X/S 6 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 7, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 351.14 0 DUMMY 2000.00 14330 2000.00 351.14 1 REF 2000 SURVEY 141.00 10174 2141.00 344.31 2 IB LB 2.30 10173 2143.30 344.06 3 TOP 1.20 10172 2144.50 343.01 4 W/L LB 0.62 10171 2145.12 341.89 5 1.1 DEEP 3.89 10170 2149.00 340.58 6 FIX 11 4.92 10169 2153.92 339.08 7 . 9.14 10168 2163.06 338.78 8 FIX 10 21.21 10167 2184.27 338.68 9 . 5.89 10166 2190.16 337.78 10 . 5.89 10165 2196.05 337.78 11 FIX 9 10.62 10164 2206.67 337.38 12 . 21.24 10163 2227.91 337.88 13 FIX 8 8.04 10162 2235.94 338.38 14 . 26.31 10161 2262.25 338.28 15 FIX 7 5.63 10160 2267.88 338.28 16 . 5.00 10159 2272.89 337.78 17 . 15.02 10158 2287.90 338.28 18 FIX 6 27.73 10157 2315.63 338.28 19 FIX 5 25.72 10156 2341.36 338.28 20 FIX 4 3.68 10155 2345.04 338.48 21 . 4.91 10154 2349.94 338.18 22 . 15.94 10153 2365.89 338.38 23 FIX 3 8.55 10152 2374.44 338.38 24 . 14.82 10151 2389.26 337.98 25 FIX 2 9.87 10150 2399.13 337.48 26 FIX 1 12.50 10149 2411.63 340.97 27 2.20 DEEP 2.63 10148 2414.27 341.29 28 1.77 DEEP 1.06 10147 2415.32 343.06 29 W/L RB 0.84 10146 2416.17 344.26 30 SCOUR LINE 3.22 10145 2419.39 346.22 31 EDGE DYKE 1.30 10144 2420.69 346.30 32 IB RB 4.48 10143 2425.17 346.35 33 TOP EDGE DYKE 6.08 10142 2431.25 345.40 34 TOE DYKE 16.19 10141 2447.44 345.15 35 . 31.18 10140 2478.62 345.08 36 CENT INTERSECT JOIN 14330-10140 S 82d12'57" W 478.62 END X/S 7 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.#77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 347.11 0 DUMMY 2000.00 15500 2000.00 347.11 1 REF '01 SURVEY 105.27 10228 2105.27 348.04 2 CL RD 6.47 10227 2111.74 348.37 3 TOP BANK 4.72 10226 2116.46 345.36 4 TOE SLOPE 11.58 10225 2128.04 344.09 5 . 21.51 10224 2149.55 344.70 6 . 14.45 10223 2163.99 345.09 7 IB LB .2 GD 6.31 10222 2170.30 344.96 8 TP BANK 0.72 10221 2171.02 343.49 9 WL 9:30 JUNE8 0.03 10220 2171.05 342.74 10 DP.75 2.66 10219 2173.71 341.14 11 FIX 11 2.76 10218 2176.47 340.79 12 . 5.40 10217 2181.88 338.14 13 . 3.14 10216 2185.02 338.79 14 . 1.01 10215 2186.02 338.64 15 . 5.28 10214 2191.30 338.64 16 FIX 10 8.40 10213 2199.70 338.04 17 . 4.74 10212 2204.45 337.34 18 . 5.96 10211 2210.41 337.14 19 FIX 9 12.40 10210 2222.81 336.34 20 . 12.40 10209 2235.21 335.94 21 FIX 8 7.03 10208 2242.24 335.74 22 . 6.89 10207 2249.13 335.94 23 . 1.76 10206 2250.89 335.44 24 . 5.78 10205 2256.67 336.04 25 . 5.58 10204 2262.25 336.84 26 . 13.29 10203 2275.54 337.24 27 FIX 6 4.44 10202 2279.98 337.79 28 . 3.11 10201 2283.09 337.54 29 . 4.55 10200 2287.64 337.79 30 . 3.44 10199 2291.08 337.54 31 FIX 5 3.63 10198 2294.71 337.79 32 . 8.61 10197 2303.32 337.79 33 . 5.51 10196 2308.83 337.29 34 . 1.74 10195 2310.57 336.84 35 . 2.32 10194 2312.89 337.05 36 . 5.56 X/S 7 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.#77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10193 2318.45 336.24 37 . 6.03 10192 2324.48 336.14 38 FIX 3 3.01 10191 2327.49 335.84 39 . 7.53 10190 2335.02 336.14 40 . 8.28 10189 2343.30 338.24 41 . 15.85 10188 2359.14 341.04 42 . 3.61 10187 2362.75 341.14 43 FIX 1 7.24 10186 2369.99 342.64 44 .9 DEEP 4.35 10185 2374.33 343.54 45 W/L RB 1.27 10184 2375.60 343.89 46 . 3.27 10183 2378.87 344.21 47 . 5.77 10182 2384.65 344.33 48 . 0.63 10181 2385.28 345.00 49 HW SCOUR LINE 4.07 10180 2389.35 346.63 50 . 4.87 10179 2394.22 347.78 51 . 10.85 10178 2405.07 349.06 52 IB RB 11.61 10177 2416.68 351.44 53 . 1.28 10176 2417.96 352.00 54 TOP SLOPE 2.43 10175 2420.39 352.09 55 EDGE HIGHWAY JOIN 15500-10175 S 88d9'41" W 420.39 END X/S 9 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.#77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 351.01 0 DUMMY 2000.00 16752 2000.00 351.01 1 REF '01 SURVEY 48.99 10310 2048.99 345.20 2 TOE OF SLOPE RIS 15.00 10309 2063.99 345.26 3 . 8.49 10308 2072.49 344.74 4 . 11.50 10307 2083.98 344.78 5 . 15.60 10306 2099.58 344.83 6 . 12.90 10305 2112.49 344.69 7 . 6.01 10304 2118.50 345.23 8 . 0.70 10303 2119.20 345.49 9 TOP 2.89 10302 2122.08 346.30 10 IB LB 0.90 10301 2122.98 345.99 11 TOP 1.07 10300 2124.05 345.35 12 . 1.26 10299 2125.30 343.70 13 W/L LB 0.31 10298 2125.61 343.09 14 0.6 DEEP 3.31 10297 2128.92 341.57 15 FIX 13 6.53 10296 2135.45 340.57 16 . 20.89 10295 2156.33 340.27 17 FIX 12 29.51 10294 2185.84 340.27 18 FIX 11 32.39 10293 2218.24 340.27 19 FIX 10 38.17 10292 2256.41 340.47 20 FIX 9 28.50 10291 2284.91 340.87 21 FIX 8 10.02 10290 2294.93 340.07 22 . 15.86 10289 2310.78 339.97 23 FIX 7 33.10 10288 2343.88 339.87 24 FIX 6 11.57 10287 2355.46 339.57 25 . 14.05 10286 2369.51 338.57 26 . 8.27 10285 2377.78 338.47 27 FIX 5 29.84 10284 2407.62 338.97 28 FIX 4 31.00 10283 2438.62 338.97 29 FIX 3 25.77 10282 2464.39 340.37 30 . 8.05 10281 2472.44 340.07 31 FIX 2 20.92 10280 2493.36 340.77 32 FIX 1 7.24 10279 2500.60 342.19 33 1.66 DEEP 3.69 10278 2504.29 343.85 34 W/L RB 5.24 10277 2509.53 346.00 35 . 0.31 10276 2509.84 346.53 36 SCOUR LINE 10.01 X/S 9 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.#77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10275 2519.85 348.93 37 . 1.59 10274 2521.44 348.99 38 IB RB 17.20 10273 2538.64 349.56 39 . 25.27 10272 2563.91 349.86 40 AT ROAD 12.38 10271 2576.30 349.31 41 CREST OF HILL JOIN 16752-10271 S 89d33'32" W 576.30 END X/S 10 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.#77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 359.78 0 DUMMY 2000.00 10355 2000.00 359.78 1 RD EDGE 36'ACROS 2.30 10354 2002.30 359.28 2 CENTRE DITCH 2.63 10353 2004.93 360.32 3 . 3.39 10352 2008.32 360.13 4 AT FENCE LINE 21.85 10351 2030.17 357.70 5 TOP 13.44 10350 2043.62 351.02 6 TOE 35.47 10349 2079.08 348.50 7 TOE 4.33 10348 2083.41 350.65 8 TOP 2.26 10347 2085.68 350.92 9 BREAK 0.92 10346 2086.59 351.26 10 TOP RR LEVEL 2.90 10345 2089.50 351.30 11 TOP RR LEVEL 0.98 10344 2090.48 350.94 12 . 3.19 10343 2093.67 350.66 13 TOP RAIL RD 2.94 10342 2096.61 348.85 14 TOE RAIL RD 29.80 10341 2126.41 349.40 15 . 1.26 10340 2127.67 349.04 16 C/L DITCH 2.19 10339 2129.86 349.83 17 TOP 2.10 10338 2131.96 349.83 18 IB LB 0.90 10337 2132.86 349.83 19 . 2.32 10336 2135.19 349.11 20 TOP 3.73 10335 2138.91 346.20 21 . 3.48 10334 2142.39 344.50 22 TOP EROSION ROOT 1.17 10333 2143.56 343.88 23 W/L LB 0.43 10332 2143.99 343.40 24 0.62 DP 3.16 10331 2147.14 342.79 25 FIX 9 25.96 10330 2173.10 337.99 26 . 3.46 10329 2176.57 338.59 27 FIX 8 13.73 10328 2190.30 340.09 28 . 21.06 10327 2211.36 338.29 29 FIX 7 6.93 10326 2218.29 338.29 30 . 29.47 10325 2247.76 339.09 31 FIX 6 37.60 10324 2285.37 339.29 32 FIX 5 29.77 10323 2315.14 339.09 33 FIX 4 24.14 10322 2339.28 338.79 34 . 10.34 10321 2349.62 340.39 35 FIX 3 29.55 10320 2379.17 341.19 36 FIX 2 3.48 X/S 10 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.#77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10319 2382.65 341.19 37 . 15.66 10318 2398.31 342.49 38 FIX 1 13.31 10317 2411.63 343.91 39 W/L RB 0.58 10316 2412.20 344.03 40 TOE 5.21 10315 2417.41 346.69 41 . 12.20 10314 2429.61 347.35 42 IB RB 14.69 10313 2444.30 349.07 43 ON SLOPE 30.21 10312 2474.51 352.96 44 TOP 1.87 10311 2476.38 352.60 45 MIDDLE INTERSECT JOIN 10355-10311 N 67d30'56" W 476.38 END X/S 11 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.#77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.24 0 DUMMY 2000.00 17720 2000.00 352.24 1 CL FURAKE RD 32.41 10391 2032.41 351.45 2 IB LB 6.47 10390 2038.87 350.81 3 TOP BANK 7.16 10389 2046.03 346.42 4 INST. 2.10 10388 2048.13 346.37 5 . 2.47 10387 2050.60 344.18 6 W/L LB 3.19 10386 2053.79 341.31 7 2.9 DEEP 2.20 10385 2055.98 340.68 8 FIX 9 9.38 10384 2065.36 337.98 9 . 10.55 10383 2075.91 337.58 10 FIX 8 11.46 10382 2087.36 337.18 11 . 6.17 10381 2093.53 338.28 12 . 13.22 10380 2106.75 337.88 13 FIX 7 21.98 10379 2128.73 337.48 14 . 17.27 10378 2146.00 338.48 15 FIX 6 7.61 10377 2153.61 338.58 16 . 8.46 10376 2162.07 338.38 17 . 16.91 10375 2178.98 339.88 18 . 4.23 10374 2183.21 339.88 19 FIX 5 26.65 10373 2209.86 340.58 20 FIX 4 5.70 10372 2215.56 340.28 21 . 21.38 10371 2236.94 341.18 22 FIX 3 5.92 10370 2242.85 341.58 23 . 13.02 10369 2255.88 341.48 24 . 4.73 10368 2260.61 341.68 25 FIX 2 9.12 10367 2269.73 342.98 26 FIX 1 4.21 10366 2273.94 343.57 27 .7 DP 4.68 10365 2278.62 344.29 28 W/L RB 2.80 10364 2281.42 344.34 29 . 7.80 10363 2289.22 344.11 30 . 7.31 10362 2296.53 344.49 31 . 7.40 10361 2303.93 346.01 32 TOP SLOPE 1.20 10360 2305.13 346.09 33 IB RB JOIN 17720-10360 S 79d30'0" W 305.13 END X/S 12 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 349.93 0 DUMMY 2000.00 18200 2000.00 349.93 1 REF '01 SURVEY 78.54 10663 2078.54 347.17 2 IB LB C/L DYKE 1.83 10662 2080.37 347.08 3 TOP OF DYKE 3.95 10661 2084.32 346.02 4 TOE OF DYKE 2.01 10660 2086.33 346.12 5 TOP BANK 0.48 10659 2086.81 344.47 6 W/L LB 0.49 10658 2087.30 343.50 7 0.9 DEEP 2.36 10657 2089.65 342.20 8 FIX 11 6.52 10656 2096.17 340.60 9 FIX 10 5.85 10655 2102.01 340.60 10 . 8.77 10654 2110.78 341.70 11 FIX 9 8.60 10653 2119.38 342.90 12 . 10.32 10652 2129.70 343.10 13 . 8.60 10651 2138.30 341.60 14 FIX 8 23.38 10650 2161.68 340.20 15 . 11.69 10649 2173.37 340.90 16 FIX 7 9.11 10648 2182.48 340.50 17 . 8.28 10647 2190.76 340.90 18 . 10.76 10646 2201.52 340.40 19 FIX 6 29.33 10645 2230.85 339.20 20 FIX 5 27.88 10644 2258.73 338.60 21 FIX 4 7.30 10643 2266.03 338.60 22 . 14.60 10642 2280.63 337.90 23 FIX3 3.57 10641 2284.20 337.80 24 . 24.98 10640 2309.17 340.80 25 FIX2 11.28 10639 2320.45 341.50 26 FIX1 4.38 10638 2324.83 342.07 27 2.23 DP 2.99 10637 2327.82 344.37 28 W/L RB 3.01 10636 2330.83 346.44 29 IB RB 10.22 10635 2341.05 346.09 30 . 15.73 10634 2356.78 346.92 31 TOE 2.17 10633 2358.94 347.72 32 EDGE RB 4.33 10632 2363.28 348.09 33 . 0.99 10631 2364.27 348.78 34 . 7.41 10630 2371.68 348.91 35 . JOIN 18200-10630 S 88d27'41" W 371.68 END X/S 13 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.#77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 352.18 0 DUMMY 2000.00 18580 2000.00 352.18 1 REF '01 SURVEY 18.83 10701 2018.83 352.54 2 . 31.18 10700 2050.00 352.88 3 IB LB 1.98 10699 2051.99 352.88 4 TOP 0.10 10698 2052.09 350.23 5 TOE 8.53 10697 2060.61 345.76 6 SCOURE LINE 2.10 10696 2062.72 344.61 7 W/L LB 4.46 10695 2067.18 344.21 8 .77 2.99 10694 2070.16 342.68 9 FIX 9 4.86 10693 2075.03 341.08 10 . 5.19 10692 2080.22 337.98 11 FIX 8 10.37 10691 2090.59 337.78 12 . 7.13 10690 2097.71 339.28 13 . 7.13 10689 2104.84 335.78 14 FIX 7 17.62 10688 2122.46 336.88 15 . 5.03 10687 2127.50 336.48 16 FIX 6 18.03 10686 2145.53 337.78 17 . 4.92 10685 2150.44 337.28 18 . 3.28 10684 2153.72 338.08 19 FIX 5 9.80 10683 2163.52 337.38 20 . 6.24 10682 2169.76 338.78 21 . 8.91 10681 2178.67 338.88 22 . 12.48 10680 2191.15 339.58 23 FIX 4 5.58 10679 2196.73 339.28 24 . 7.44 10678 2204.17 340.08 25 . 18.60 10677 2222.77 340.58 26 FIX 3 8.07 10676 2230.84 340.88 27 . 14.67 10675 2245.51 340.78 28 . 7.33 10674 2252.84 341.28 29 FIX 2 9.73 10673 2262.57 341.48 30 FIX 1 6.16 10672 2268.73 342.55 31 2.13 DP 3.19 10671 2271.91 344.72 32 W/L RB 9.19 10670 2281.10 345.24 33 HIGH PT. IN GRAS 2.30 10669 2283.40 344.21 34 . 3.09 10668 2286.49 344.68 35 . 8.21 10667 2294.70 345.49 36 . 2.78 X/S 13 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.#77FDC7 JUNE 8, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10666 2297.47 345.38 37 . 4.49 10665 2301.97 344.69 38 AT TREE LINE JOIN 18580-10665 N 20d17'6" E 301.97 END X/S 14 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 9, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 358.31 0 DUMMY 2000.00 10729 2000.00 358.31 1 CENT RAIL 6.57 10728 2006.57 358.30 2 TOP EDGE TRACK 16.44 10727 2023.01 349.06 3 TOE SLOPE RAIL 12.49 10726 2035.50 348.33 4 IB LB 2.08 10725 2037.58 348.00 5 . 4.13 10724 2041.72 345.03 6 W/L LB 1.45 10723 2043.16 343.21 7 1.6 DEEP 1.00 10722 2044.16 343.13 8 FIX 7 7.58 10721 2051.75 337.23 9 FIX 6 3.92 10720 2055.67 335.53 10 . 10.46 10719 2066.13 333.83 11 FIX 5 10.32 10718 2076.45 332.33 12 . 6.19 10717 2082.64 332.33 13 . 8.25 10716 2090.89 332.93 14 FIX 4 22.87 10715 2113.76 336.03 15 FIX 3 29.19 10714 2142.95 339.63 16 FIX 2 5.26 10713 2148.22 341.23 17 . 7.65 10712 2155.86 341.93 18 FIX 1 4.71 10711 2160.57 343.43 19 1.54 1.45 10710 2162.02 345.03 20 W/L RB 0.30 10709 2162.32 345.71 21 . 2.00 10708 2164.32 346.19 22 . 5.10 10707 2169.42 346.56 23 IB RB 3.90 10706 2173.32 346.53 24 . 1.70 10705 2175.02 346.15 25 . 3.30 10704 2178.32 346.00 26 . 10.00 10703 2188.32 346.00 27 . 7.20 10702 2195.52 345.99 28 FLAT BYND JOIN 10729-10702 N 55d56'37" W 195.52 END X/S 15 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 9, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 346.95 0 DUMMY 2000.00 19714 2000.00 346.95 1 REF '01 SURVEY 43.50 10763 2043.50 346.19 2 . 39.03 10762 2082.53 346.02 3 . 23.84 10761 2106.37 346.59 4 . 3.10 10760 2109.47 346.27 5 EDGE DIRT-SAND 5.40 10759 2114.87 346.42 6 IB LB 6.10 10758 2120.96 346.06 7 . 3.80 10757 2124.76 345.15 8 W/L LB 2.59 10756 2127.35 344.35 9 .85 DEEP 4.80 10755 2132.16 344.26 10 FIX 9 13.23 10754 2145.38 343.86 11 . 11.02 10753 2156.41 342.96 12 FIX 8 27.26 10752 2183.66 341.86 13 FIX 7 27.69 10751 2211.35 340.66 14 FIX 6 7.85 10750 2219.20 340.16 15 . 17.26 10749 2236.46 339.86 16 FIX 5 24.77 10748 2261.22 339.76 17 FIX 4 23.07 10747 2284.30 339.26 18 FIX 3 22.70 10746 2307.00 335.86 19 . 2.13 10745 2309.13 336.76 20 FIX 2 11.82 10744 2320.94 342.76 21 . 4.49 10743 2325.44 343.56 22 FIX 1 1.35 10742 2326.79 344.29 23 .95 DP 1.61 10741 2328.40 345.17 24 W/L RB 1.30 10740 2329.70 346.33 25 TOP BANK 12.76 10739 2342.46 346.44 26 . 0.69 10738 2343.14 347.05 27 . 5.45 10737 2348.60 349.20 28 . 11.24 10736 2359.83 350.27 29 . 4.74 10735 2364.58 351.29 30 . 6.21 10734 2370.79 354.61 31 . 0.50 10733 2371.29 355.77 32 . 2.80 10732 2374.09 356.42 33 . 1.30 10731 2375.39 356.42 34 IB RB 17.30 10730 2392.68 356.38 35 . JOIN 19714-10730 N 86d10'24" W 392.68 END X/S 16 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 9, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 348.16 0 DUMMY 2000.00 20377 2000.00 348.16 1 REF '01 SURVEY 69.24 10805 2069.24 348.56 2 CENT.LINE ROAD 29.16 10804 2098.40 349.17 3 EDGE ROAD 4.70 10803 2103.10 349.84 4 . 2.42 10802 2105.52 349.49 5 . 7.00 10801 2112.52 349.42 6 FENCE LINE 2.28 10800 2114.80 349.65 7 IB LB 1.68 10799 2116.48 349.73 8 EDGE TOP BANK 0.02 10798 2116.50 348.69 9 . 3.16 10797 2119.65 345.76 10 W/L LB 1.82 10796 2121.48 344.63 11 1.09 1.36 10795 2122.84 344.11 12 FIX 15 9.83 10794 2132.67 341.31 13 . 1.71 10793 2134.38 341.21 14 FIX 14 4.73 10792 2139.10 341.41 15 . 7.88 10791 2146.99 337.31 16 . 12.61 10790 2159.60 338.91 17 FIX 13 23.32 10789 2182.92 340.01 18 FIX 12 13.04 10788 2195.97 340.31 19 . 13.04 10787 2209.01 341.31 20 FIX 11 27.18 10786 2236.19 343.71 21 FIX 10 29.88 10785 2266.07 344.71 22 FIX 9 13.15 10784 2279.22 345.01 23 FIX 8 21.45 10783 2300.66 345.01 24 FIX 7 16.68 10782 2317.35 345.01 25 FIX 6 31.90 10781 2349.25 344.21 26 FIX 5 31.23 10780 2380.49 342.91 27 FIX 4 31.82 10779 2412.30 341.71 28 FIX 3 9.36 10778 2421.67 340.91 29 . 8.58 10777 2430.25 340.51 30 . 7.80 10776 2438.06 340.91 31 FIX 2 5.58 10775 2443.64 341.41 32 . 2.48 10774 2446.12 340.71 33 . 6.20 10773 2452.32 342.61 34 . 4.95 10772 2457.27 343.11 35 FIX 1 2.47 10771 2459.75 344.17 36 1.57 0.85 X/S 16 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 9, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10770 2460.60 345.66 37 W/L RB 1.00 10769 2461.60 346.59 38 TOP 5.10 10768 2466.70 346.73 39 IB RB 13.90 10767 2480.60 346.72 40 . 7.00 10766 2487.60 346.34 41 . 11.00 10765 2498.60 346.67 42 . JOIN 20377-10765 N 61d45'58" W 498.60 END X/S 17 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 9, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.92 0 DUMMY 2000.00 10852 2000.00 350.92 1 CENT-LINE ROAD 18.00 10851 2018.00 350.84 2 TOP.FLAT BEYOND 19.12 10850 2037.13 349.97 3 . 8.02 10849 2045.15 350.03 4 IB LB 1.07 10848 2046.22 350.03 5 TOP 2.62 10847 2048.83 347.61 6 ON SLOPE 1.62 10846 2050.45 346.95 7 . 1.16 10845 2051.61 345.83 8 W/L LB 0.94 10844 2052.55 344.02 9 2.1 DEEP 5.34 10843 2057.89 343.40 10 FIX 9 5.81 10842 2063.70 343.30 11 . 7.10 10841 2070.81 343.10 12 . 3.88 10840 2074.68 342.50 13 . 2.58 10839 2077.27 342.80 14 FIX 8 18.30 10838 2095.57 342.20 15 . 11.84 10837 2107.41 342.70 16 FIX 7 6.67 10836 2114.08 343.20 17 . 11.12 10835 2125.20 343.20 18 . 11.12 10834 2136.32 342.20 19 . 8.90 10833 2145.22 342.20 20 FIX 6 5.86 10832 2151.08 342.20 21 . 21.08 10831 2172.16 343.10 22 . 21.08 10830 2193.24 343.20 23 FIX 5 12.13 10829 2205.36 343.20 24 . 6.74 10828 2212.10 342.90 25 . 6.74 10827 2218.83 341.00 26 . 9.43 10826 2228.26 340.40 27 . 16.17 10825 2244.43 341.00 28 FIX 4 47.07 10824 2291.50 342.15 29 FIX 3 11.47 10823 2302.98 342.30 30 . 28.16 10822 2331.14 342.40 31 FIX 2 11.54 10821 2342.67 342.70 32 . 1.92 10820 2344.59 343.10 33 . 3.19 10819 2347.79 343.20 34 FIX 1 3.55 10818 2351.33 343.25 35 2.7 DP 1.10 10817 2352.43 345.95 36 W/L RB 0.70 X/S 17 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 9, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10816 2353.13 346.71 37 . 1.30 10815 2354.43 346.71 38 . 2.90 10814 2357.33 348.04 39 . 4.00 10813 2361.33 348.20 40 . 3.87 10812 2365.20 348.67 41 . 2.26 10811 2367.46 348.98 42 IB RB 17.49 10810 2384.95 348.24 43 IN FIELD FLAT JOIN 10852-10810 N 83d1'53" W 384.95 END X/S 18 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 9, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 350.69 0 DUMMY 2000.00 21512 2000.00 350.69 1 REF '01 SURVEY 53.48 10888 2053.48 349.53 2 CENT.END DYKE 45.51 10887 2098.98 349.72 3 CENT.LINE DYKE 8.19 10886 2107.17 349.62 4 IB LB 1.59 10885 2108.77 349.44 5 . 5.05 10884 2113.82 346.68 6 W/L LB 1.47 10883 2115.29 345.98 7 0.7 DEEP 2.68 10882 2117.97 345.85 8 FIX 8 12.05 10881 2130.01 344.65 9 . 8.03 10880 2138.04 343.55 10 FIX 7 11.43 10879 2149.48 341.85 11 . 10.00 10878 2159.48 341.65 12 FIX 6 27.75 10877 2187.22 341.85 13 FIX 5 8.87 10876 2196.10 341.95 14 . 16.38 10875 2212.48 342.75 15 FIX 4 6.74 10874 2219.22 342.75 16 . 20.22 10873 2239.44 341.85 17 FIX 3 8.23 10872 2247.67 341.75 18 . 11.76 10871 2259.44 342.25 19 FIX 2 16.40 10870 2275.84 344.65 20 . 2.72 10869 2278.56 344.75 21 FIX 1 2.64 10868 2281.20 346.01 22 .95DP 0.97 10867 2282.17 346.81 23 W/L RB 1.69 10866 2283.86 348.71 24 TOP 6.10 10865 2289.96 349.01 25 IB RB 5.90 10864 2295.86 348.88 26 . 16.00 10863 2311.86 348.72 27 . 19.00 10862 2330.86 348.79 28 TOP 1.00 10861 2331.86 348.27 29 TOE 5.00 10860 2336.86 348.02 30 . JOIN 21512-10860 N 84d28'19" W 336.86 END X/S 19 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 9, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 358.06 0 DUMMY 2000.00 22452 2000.00 358.06 1 REF '01 SURVEY 39.28 10930 2039.28 362.41 2 . 2.01 10929 2041.29 361.48 3 IB LB 4.66 10928 2045.94 359.07 4 . 1.69 10927 2047.63 357.96 5 . 2.18 10926 2049.81 355.22 6 TOE 2.69 10925 2052.50 354.93 7 EDGE RD TOP 4.30 10924 2056.80 352.02 8 . 5.96 10923 2062.76 350.17 9 . 1.60 10922 2064.36 350.17 10 . 3.90 10921 2068.26 349.86 11 . 2.00 10920 2070.26 349.42 12 . 1.00 10919 2071.26 348.91 13 W/L LB 1.97 10918 2073.23 348.11 14 0.78DP 3.38 10917 2076.61 347.25 15 FIX 9 4.48 10916 2081.08 345.35 16 . 5.75 10915 2086.84 345.05 17 FIX 8 7.24 10914 2094.07 344.75 18 . 8.84 10913 2102.92 345.55 19 . 3.22 10912 2106.14 345.55 20 . 3.22 10911 2109.35 345.25 21 FIX 7 13.22 10910 2122.57 343.85 22 . 9.25 10909 2131.82 343.85 23 FIX 6 5.52 10908 2137.34 343.65 24 . 13.26 10907 2150.60 344.05 25 FIX 5 13.80 10906 2164.39 345.25 26 FIX 4 22.18 10905 2186.58 346.05 27 FIX 3 16.37 10904 2202.95 346.85 28 FIX 2 5.69 10903 2208.64 346.35 29 . 5.41 10902 2214.05 347.45 30 . 3.59 10901 2217.64 347.45 31 FIX 1 10.63 10900 2228.27 348.43 32 0.35 D NAT BOUN 3.97 10899 2232.24 348.78 33 W/L RB 3.17 10898 2235.41 349.52 34 . 6.57 10897 2241.97 350.22 35 . 1.19 10896 2243.17 350.80 36 TOP BANK 5.38 X/S 19 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 9, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 10895 2248.54 351.43 37 IB RB 12.70 10894 2261.24 351.25 38 . 23.40 10893 2284.64 352.12 39 . 38.70 10892 2323.34 351.94 40 . 7.59 10891 2330.94 351.28 41 . 14.70 10890 2345.63 351.35 42 IN WOODS R.B. JOIN 22452-10890 N 3d18'59" W 345.63 END X/S 20 NORTH THOMPSON RIVER AT KAMLOOPS PROJ.# 77FDC7 JUNE 12, 1978 POINT DISTANCE CHAINAGE ELEVATION NO. REMARKS 0.00 367.71 0 DUMMY 2000.00 22650 2000.00 367.71 1 REF '01 SURVEY 21.37 10969 2021.37 358.74 2 C/L TRACKS 2.46 10968 2023.83 358.70 3 . 1.48 10967 2025.31 358.24 4 . 1.08 10966 2026.39 358.24 5 IB LB 0.89 10965 2027.27 358.24 6 TOP BANK 6.08 10964 2033.35 351.84 7 W/L LB 1.61 10963 2034.96 351.04 8 DP 2.45 FT 7.27 10962 2042.23 346.66 9 FIX 9 3.99 10961 2046.22 344.56 10 . 10.98 10960 2057.20 343.66 11 FIX 8 26.22 10959 2083.42 347.46 12 . 6.56 10958 2089.98 347.86 13 FIX 7 14.71 10957 2104.69 348.46 14 . 18.39 10956 2123.08 348.96 15 FIX 6 22.89 10955 2145.97 349.36 16 FIX 5 17.50 10954 2163.47 349.26 17 FIX 4 13.54 10953 2177.02 349.06 18 . 5.96 10952 2182.98 350.26 19 FIX 3 17.38 10951 2200.36 351.06 20 FIX 2 12.69 10950 2213.04 351.16 21 FIX 1 8.26 10949 2221.31 350.41 22 . 6.20 10948 2227.51 350.34 23 . 1.27 10947 2228.78 351.91 24 W/L RB 4.03 10946 2232.81 352.85 25 TOP BANK 7.84 10945 2240.65 353.42 26 . 13.13 10944 2253.78 353.47 27 IB RB 14.44 10943 2268.22 353.05 28 . 4.85 10942 2273.06 352.47 29 . 8.18 10941 2281.24 352.91 30 . 6.15 10940 2287.39 353.41 31 . JOIN 22650-10940 N 60d28'44" W 287.39 END