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. BULKLEY RIVER X/S 1 PROJ#76FDC18 JUNE 17 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 1100 0.00 450.11 1 DUMMY 2000.10 1101 2000.10 450.11 2 BOLT LB 2.09 1102 2002.19 449.85 3 . 3.29 1103 2005.48 448.87 4 . 1.69 1104 2007.17 448.33 5 NATURAL BOUNDARY 4.52 1105 2011.69 447.25 6 WL LB 2.50 1106 2014.19 446.95 7 . 2.50 1107 2016.69 446.64 8 . 5.00 1108 2021.69 446.03 9 . 5.00 1109 2026.69 445.54 10 . 5.00 1110 2031.69 444.51 11 . 5.00 1111 2036.69 444.51 12 . 5.00 1112 2041.69 444.54 13 . 3.50 1113 2045.19 444.51 14 . 6.50 1114 2051.69 444.90 15 . 5.00 1115 2056.69 444.93 16 . 5.00 1116 2061.69 444.72 17 . 5.00 1117 2066.69 444.84 18 . 2.50 1118 2069.19 444.63 19 . 2.50 1119 2071.69 444.75 20 . 5.00 1120 2076.69 444.81 21 . 5.00 1121 2081.69 444.87 22 . 1.00 1122 2082.69 445.12 23 . 4.00 1123 2086.69 445.15 24 . 5.00 1124 2091.69 445.39 25 . 5.00 1125 2096.69 445.42 26 . 5.00 1126 2101.69 446.03 27 . 5.00 1127 2106.69 446.61 28 . 5.13 1128 2111.83 447.43 29 WL RB 1.66 1129 2113.49 448.07 30 TOE 0.29 1130 2113.78 448.87 31 NATURAL BOUNDARY 1.01 1131 2114.80 449.56 32 TOP 2.19 1132 2116.99 451.18 33 . 2.45 1133 2119.44 452.73 34 TOP 1.50 1134 2120.95 453.33 35 REBAR RB 0.96 1135 2121.90 453.57 36 TOE BANK BULKLEY RIVER X/S 2 PROJ#76FDC18 JUNE 18 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 2168 0.00 453.68 1 DUMMY 2000.00 2167 2000.00 453.68 2 REBAR LB 4.79 2166 2004.79 453.35 3 TOP 3.37 2165 2008.16 449.84 4 . 1.50 2164 2009.66 449.17 5 TREELINE 1.50 2163 2011.16 448.76 6 . 4.50 2162 2015.66 447.82 7 WL LB 3.31 2161 2018.97 447.27 8 . 2.50 2160 2021.47 446.91 9 . 2.50 2159 2023.97 446.76 10 . 5.00 2158 2028.97 445.69 11 . 5.00 2157 2033.97 445.87 12 . 5.00 2156 2038.97 445.84 13 . 5.00 2155 2043.97 446.12 14 . 2.50 2154 2046.47 445.99 15 . 2.50 2153 2048.97 446.15 16 . 5.00 2152 2053.97 446.09 17 . 5.00 2151 2058.97 446.09 18 . 5.00 2150 2063.97 445.69 19 . 5.00 2149 2068.97 445.41 20 . 5.00 2148 2073.97 445.14 21 . 3.00 2147 2076.97 444.92 22 . 2.00 2146 2078.97 444.93 23 . 2.00 2145 2080.97 444.96 24 . 3.00 2144 2083.97 445.23 25 . 2.50 2143 2086.47 444.96 26 . 2.50 2142 2088.97 445.14 27 . 5.00 2141 2093.97 444.87 28 . 5.00 2140 2098.97 444.96 29 . 5.00 2139 2103.97 445.26 30 . 5.00 2138 2108.97 445.57 31 . 2.00 2137 2110.97 445.84 32 . 3.00 2136 2113.97 445.87 33 . 5.00 2135 2118.97 446.18 34 . 5.00 2134 2123.97 447.67 35 WL RB 2.10 2133 2126.07 448.62 36 NATURAL BOUNDARY 0.69 2132 2126.76 449.37 37 TOP RB MAIN CHAN 1.90 2131 2128.66 449.32 38 SPIKE ISLAND 24.00 2130 2152.66 449.48 39 TOP 1.50 2129 2154.16 449.13 40 TOE 2.90 2128 2157.06 449.09 41 TOE 0.99 2127 2158.06 449.40 42 TOP 4.10 2126 2162.16 449.49 43 TOP 4.81 2125 2166.97 448.97 44 C/L DRY CHANNEL 1.79 2124 2168.76 449.30 45 . 2.60 2123 2171.36 449.17 46 . 1.99 2122 2173.36 449.60 47 TOP 21.81 2121 2195.17 449.21 48 TOP 1.01 2120 2196.18 448.88 49 NATURAL BOUNDARY 2.51 2119 2198.69 448.56 50 VEG LINE 6.53 2118 2205.22 448.35 51 . 4.05 2117 2209.27 448.04 52 WL LB CHANNEL 1.02 2116 2210.29 447.90 53 . 9.93 2115 2220.22 447.95 54 0.12W 9.45 2114 2229.67 447.62 55 WET BAR WL 6.34 2113 2236.02 447.29 56 0.35W 5.68 2112 2241.69 447.65 57 WL RB 8.07 2111 2249.77 448.02 58 HIGH WATER 1979 5.59 2110 2255.36 448.82 59 TOE NAT BOUNDARY 0.29 2109 2255.66 449.85 60 TOP 0.40 2108 2256.06 449.85 61 BOLT RB 22.55 2107 2278.61 450.95 62 TOP 47.42 2106 2326.03 450.89 63 . 58.08 2105 2384.11 450.36 64 SPIKE EDGE TREES 32.15 2104 2416.26 450.28 65 . 8.30 2103 2424.56 450.26 66 . 2.54 2102 2427.09 450.00 67 SPIKE EDGE SWAMP 37.97 2101 2465.07 450.40 68 TOE 9.99 2100 2475.06 454.76 69 SLOPE RISE BYD. BULKLEY RIVER X/S 3 PROJ#76FDC18 JUNE 18 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 3164 0.00 450.21 1 DUMMY 2000.00 3163 2000.00 450.21 2 REBAR LB RISING 1.40 3162 2001.40 449.44 3 TOE 6.20 3161 2007.60 448.94 4 MARSH 14.00 3160 2021.60 448.92 5 WL 2.00 3159 2023.60 448.59 6 0.3W 6.00 3158 2029.60 449.13 7 . 11.70 3157 2041.30 449.11 8 TRASH LINE 10.21 3156 2051.51 448.05 9 WL LB 0.89 3155 2052.40 447.54 10 . 2.50 3154 2054.90 447.54 11 . 5.00 3153 2059.90 447.38 12 . 5.00 3152 2064.90 447.35 13 . 5.00 3151 2069.90 447.32 14 . 5.00 3150 2074.90 447.41 15 . 5.00 3149 2079.90 447.63 16 . 5.00 3148 2084.90 447.63 17 . 5.00 3147 2089.90 447.69 18 . 5.00 3146 2094.90 447.75 19 . 5.00 3145 2099.90 447.69 20 . 5.00 3144 2104.90 447.72 21 . 5.00 3143 2109.90 447.72 22 . 5.00 3142 2114.90 447.69 23 . 5.00 3141 2119.90 447.63 24 . 5.00 3140 2124.90 447.57 25 . 5.00 3139 2129.90 447.35 26 . 5.00 3138 2134.90 447.23 27 . 5.00 3137 2139.90 447.17 28 . 5.00 3136 2144.90 446.93 29 . 5.00 3135 2149.90 446.77 30 . 5.00 3134 2154.90 446.44 31 . 5.00 3133 2159.90 446.44 32 . 5.00 3132 2164.90 446.35 33 . 5.00 3131 2169.90 446.35 34 . 5.00 3130 2174.90 446.04 35 . 5.00 3129 2179.90 445.95 36 . 5.00 3128 2184.90 446.07 37 . 5.00 3127 2189.90 446.01 38 . 5.00 3126 2194.90 446.59 39 . 5.00 3125 2199.90 447.23 40 . 5.00 3124 2204.90 447.51 41 . 5.00 3123 2209.90 447.63 42 . 5.00 3122 2214.90 447.69 43 . 5.00 3121 2219.90 448.05 44 . 2.50 3120 2222.40 448.21 45 . 2.50 3119 2224.90 448.45 46 WL RB 1.20 3118 2226.10 448.58 47 TOE 2.10 3117 2228.20 449.97 48 NATURAL BOUNDARY 0.40 3116 2228.60 450.04 49 TOP BANK 0.90 3115 2229.50 450.04 50 BOLT RB 27.40 3114 2256.90 450.49 51 . 50.90 3113 2307.80 450.53 52 . 51.00 3112 2358.80 450.06 53 EDGE FIELD 11.49 3111 2370.29 448.90 54 TOE DITCH 5.46 3110 2375.76 448.70 55 TOE DITCH 5.24 3109 2380.99 451.36 56 TOP 18.60 3108 2399.59 451.38 57 SPIKE 44.00 3107 2443.59 451.11 58 . 52.99 3106 2496.58 450.47 59 ON ROAD 39.50 3105 2536.08 451.60 60 SPIKE 23.60 3104 2559.68 452.05 61 ON ROAD 64.87 3103 2624.55 453.36 62 . 9.19 3102 2633.74 455.40 63 . 23.98 3101 2657.73 454.94 64 TOE 19.29 3100 2677.02 463.87 65 ON SLOPE BULKLEY RIVER X/S 4 PROJ#76FDC18 JUNE 17 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 4160 0.00 465.17 1 DUMMY 2000.00 4159 2000.00 465.17 2 REBAR LB 1.46 4158 2001.46 464.77 3 TOP 9.20 4157 2010.66 459.24 4 TOE HILL 2.83 4156 2013.49 458.50 5 . 4.06 4155 2017.56 458.02 6 . 0.93 4154 2018.49 458.42 7 TOP 5.40 4153 2023.89 454.74 8 . 2.81 4152 2026.71 453.13 9 TOE 2.78 4151 2029.48 453.40 10 TOP 2.87 4150 2032.36 450.19 11 WL LB 0.92 4149 2033.27 449.19 12 TOE 1.03 0.61 4148 2033.89 448.44 13 . 2.50 4147 2036.39 448.29 14 . 5.00 4146 2041.39 448.23 15 . 5.00 4145 2046.39 448.59 16 . 5.00 4144 2051.39 448.32 17 . 5.00 4143 2056.39 448.29 18 . 5.00 4142 2061.39 447.99 19 . 5.00 4141 2066.39 447.60 20 . 5.00 4140 2071.39 447.42 21 . 5.00 4139 2076.39 447.30 22 . 5.00 4138 2081.39 447.51 23 . 5.00 4137 2086.39 447.69 24 . 5.00 4136 2091.39 447.93 25 . 5.00 4135 2096.39 448.23 26 . 5.00 4134 2101.39 448.26 27 . 5.00 4133 2106.39 448.26 28 . 5.00 4132 2111.39 448.35 29 . 5.00 4131 2116.39 448.44 30 . 5.00 4130 2121.39 448.56 31 . 5.00 4129 2126.39 448.71 32 . 5.00 4128 2131.39 449.01 33 . 5.00 4127 2136.39 449.34 34 . 5.00 4126 2141.39 449.64 35 . 2.50 4125 2143.89 449.85 36 . 2.50 4124 2146.39 450.09 37 WL RB 4.69 4123 2151.08 450.36 38 . 7.69 4122 2158.76 451.01 39 NATURAL BOUNDARY 7.39 4121 2166.15 451.29 40 BOLT RB 3.90 4120 2170.05 451.20 41 TOP DRY CHANNEL 1.60 4119 2171.65 450.70 42 TOE 4.10 4118 2175.75 450.60 43 TOE 0.90 4117 2176.65 451.19 44 TOP CHANNEL 9.80 4116 2186.45 451.70 45 . 13.28 4115 2199.73 451.65 46 . 3.50 4114 2203.23 451.34 47 TOP BANK 1.99 4113 2205.22 450.87 48 TOE 4.08 4112 2209.31 451.30 49 . 3.01 4111 2212.32 452.66 50 TOP EDGE FIELD 33.29 4110 2245.61 452.28 51 TOE 18.60 4109 2264.21 453.40 52 SPIKE TOP 81.00 4108 2345.21 453.13 53 . 71.00 4107 2416.21 453.01 54 . 69.00 4106 2485.21 453.43 55 . 42.00 4105 2527.21 452.58 56 . 29.00 4104 2556.21 453.98 57 . 70.00 4103 2626.21 453.78 58 TOE 12.00 4102 2638.21 454.91 59 TOP 26.00 4101 2664.21 454.56 60 . 13.99 4100 2678.19 455.93 61 . BULKLEY RIVER X/S 5 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 5100 0.00 466.41 1 DUMMY 2000.00 5101 2000.00 466.41 2 TOP ON SLOPE 35.80 5102 2035.80 458.91 3 TOE SLOPE 122.99 5103 2158.79 457.94 4 . 101.50 5104 2260.29 457.54 5 . 81.51 5105 2341.79 457.62 6 FENCE LINE 12.49 5106 2354.28 457.36 7 . 93.50 5107 2447.78 456.89 8 SPIKE 74.51 5108 2522.29 456.84 9 TOP 5.28 5109 2527.56 455.21 10 TOE 45.20 5110 2572.76 455.20 11 TOP 20.40 5111 2593.16 453.51 12 TOE 28.41 5112 2621.57 455.68 13 TOP 88.19 5113 2709.76 455.16 14 TOP 19.10 5114 2728.86 454.34 15 . 35.00 5115 2763.86 454.65 16 BOLT LB 2.89 5116 2766.75 454.37 17 . 0.71 5117 2767.46 453.87 18 . 8.80 5118 2776.26 452.92 19 . 22.49 5119 2798.75 452.40 20 TOE 3.50 5120 2802.25 453.61 21 TOP 16.99 5121 2819.24 452.80 22 VEG LINE 23.49 5122 2842.73 452.67 23 TRASH LINE 5.49 5123 2848.22 451.97 24 WL LB 2.50 5124 2850.72 451.60 25 . 2.50 5125 2853.22 451.21 26 . 2.50 5126 2855.72 450.99 27 . 2.50 5127 2858.22 450.81 28 . 2.50 5128 2860.72 450.63 29 . 2.50 5129 2863.22 450.45 30 . 5.00 5130 2868.22 450.20 31 . 5.00 5131 2873.22 449.99 32 . 5.00 5132 2878.22 449.78 33 . 5.00 5133 2883.22 449.74 34 . 5.00 5134 2888.22 449.81 35 . 5.00 5135 2893.22 449.84 36 . 5.00 5136 2898.22 449.68 37 . 5.00 5137 2903.22 449.65 38 . 5.00 5138 2908.22 449.65 39 . 5.00 5139 2913.22 449.71 40 . 5.00 5140 2918.22 449.99 41 . 5.00 5141 2923.22 450.29 42 . 5.00 5142 2928.22 450.48 43 . 5.00 5143 2933.22 450.96 44 . 9.61 5144 2942.83 451.97 45 WL RB 1.90 5145 2944.73 452.70 46 . 4.98 5146 2949.71 458.35 47 TOP BANK 8.57 5147 2958.28 458.28 48 REBAR RB BULKLEY RIVER X/S 6 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 6100 0.00 457.38 1 DUMMY 2000.00 6101 2000.00 457.38 2 FLAT BEYOND 7.79 6102 2007.79 457.41 3 . 29.69 6103 2037.48 456.44 4 . 30.40 6104 2067.88 456.69 5 TOP 10.01 6105 2077.89 455.74 6 . 24.60 6106 2102.49 455.72 7 . 52.69 6107 2155.18 455.82 8 FENCE LINE 4.40 6108 2159.58 455.73 9 TOP DITCH 0.41 6109 2159.99 455.47 10 C/L DITCH 1.90 6110 2161.88 456.03 11 EDGE ROAD TOP 8.50 6111 2170.38 456.25 12 C/L ROAD 19.70 6112 2190.08 456.43 13 BOLT LB 5.68 6113 2195.76 456.02 14 TOP 1.70 6114 2197.46 455.46 15 TOE 4.99 6115 2202.45 455.45 16 TOP BANK 1.01 6116 2203.46 454.92 17 NATURAL BOUNDARY 0.11 6117 2203.57 454.31 18 TOE RIVER BANK 2.50 6118 2206.06 453.46 19 WL LB 2.50 6119 2208.56 452.70 20 . 2.50 6120 2211.06 452.36 21 . 5.00 6121 2216.06 452.21 22 . 5.00 6122 2221.06 452.21 23 . 5.00 6123 2226.06 452.18 24 . 5.00 6124 2231.06 452.21 25 . 5.00 6125 2236.06 452.09 26 . 5.00 6126 2241.06 452.03 27 . 5.00 6127 2246.06 451.94 28 . 5.00 6128 2251.06 451.88 29 . 5.00 6129 2256.06 451.75 30 . 5.00 6130 2261.06 451.48 31 . 5.00 6131 2266.06 450.96 32 . 5.00 6132 2271.06 450.38 33 . 5.00 6133 2276.06 449.99 34 . 5.00 6134 2281.06 449.80 35 . 5.00 6135 2286.06 449.80 36 . 5.00 6136 2291.06 449.59 37 . 5.00 6137 2296.06 451.60 38 . 5.00 6138 2301.06 452.24 39 . 1.00 6139 2302.06 452.97 40 . 4.00 6140 2306.06 453.25 41 . 4.84 6141 2310.90 453.42 42 WL RB 2.99 6142 2313.89 454.06 43 1979 HWM 1.04 6143 2314.93 454.25 44 NATURAL BOUNDARY 4.14 6144 2319.07 457.77 45 TOP BANK 0.90 6145 2319.98 457.80 46 REBAR RB BULKLEY RIVER X/S 7 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 7100 0.00 458.06 1 DUMMY 2000.00 7101 2000.00 458.06 2 C/L ROAD 105.21 7102 2105.21 458.19 3 C/L ROAD 96.99 7103 2202.20 457.12 4 C/L ROAD 62.40 7104 2264.61 457.43 5 C/L ROAD 22.49 7105 2287.10 456.97 6 BOLT LB 5.30 7106 2292.40 457.06 7 TOP 2.10 7107 2294.50 456.06 8 TOE 4.68 7108 2299.18 455.97 9 . 2.10 7109 2301.28 454.67 10 NATURAL BOUNDARY 0.50 7110 2301.78 454.39 11 WL LB 2.50 7111 2304.28 453.48 12 . 2.50 7112 2306.78 452.99 13 . 5.00 7113 2311.78 452.90 14 . 5.00 7114 2316.78 452.84 15 . 5.00 7115 2321.78 452.81 16 . 5.00 7116 2326.78 452.68 17 . 5.00 7117 2331.78 452.56 18 . 5.00 7118 2336.78 452.50 19 . 5.00 7119 2341.78 452.26 20 . 5.00 7120 2346.78 452.01 21 . 5.00 7121 2351.78 451.65 22 . 5.00 7122 2356.78 451.49 23 . 5.00 7123 2361.78 451.40 24 . 5.00 7124 2366.78 452.01 25 . 5.00 7125 2371.78 452.29 26 . 5.00 7126 2376.78 452.20 27 . 5.00 7127 2381.78 452.16 28 . 5.00 7128 2386.78 452.71 29 . 5.00 7129 2391.78 453.48 30 . 3.14 7130 2394.92 454.17 31 TOE RB 0.33W 0.82 7131 2395.74 454.49 32 WL RB 1.26 7132 2396.99 455.35 33 NATURAL BOUNDARY 0.49 7133 2397.49 455.83 34 . 3.01 7134 2400.49 458.88 35 TOP 6.95 7135 2407.45 460.28 36 REBAR RB BULKLEY RIVER X/S 8 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8100 0.00 457.99 1 DUMMY 2000.00 8101 2000.00 457.99 2 EDGE ROAD 2.00 8102 2002.00 458.00 3 C/L ROAD 2.00 8103 2004.00 457.84 4 EDGE ROAD 68.99 8104 2072.99 458.16 5 C/L DRIVEWAY 75.10 8105 2148.09 458.42 6 C/L DRIVEWAY 60.40 8106 2208.49 458.56 7 C/L DRIVEWAY 42.00 8107 2250.49 459.08 8 END LAWN 38.60 8108 2289.09 459.07 9 BOLT LB 1.50 8109 2290.59 459.07 10 TOP LB 3.98 8110 2294.57 456.47 11 NATURAL BOUNDARY 1.31 8111 2295.88 455.96 12 . 2.21 8112 2298.09 455.59 13 WL LB 2.50 8113 2300.59 455.10 14 . 2.50 8114 2303.09 454.40 15 . 5.00 8115 2308.09 453.91 16 . 5.00 8116 2313.09 453.40 17 . 5.00 8117 2318.09 453.27 18 . 5.00 8118 2323.09 453.30 19 . 5.00 8119 2328.09 453.43 20 . 5.00 8120 2333.09 453.52 21 . 5.00 8121 2338.09 453.70 22 . 5.00 8122 2343.09 453.64 23 . 5.00 8123 2348.09 453.58 24 . 5.00 8124 2353.09 453.67 25 . 5.00 8125 2358.09 453.61 26 . 5.00 8126 2363.09 453.91 27 . 2.70 8127 2365.79 454.52 28 . 2.30 8128 2368.09 454.40 29 . 5.00 8129 2373.09 454.58 30 . 5.00 8130 2378.09 454.92 31 . 5.00 8131 2383.09 455.22 32 . 4.75 8132 2387.84 455.44 33 WL RB MAINCHAN 3.00 8133 2390.85 455.41 34 WL SECONDARY CH 2.50 8134 2393.35 455.38 35 0.1W C/L 12.04 8135 2405.38 455.61 36 WL SECONDARY CH 21.54 8136 2426.92 455.91 37 BAR GRAVEL 11.99 8137 2438.91 455.50 38 WL LB BACKCHAN 5.79 8138 2444.70 455.13 39 0.4W 7.19 8139 2451.88 454.77 40 0.79W 5.02 8140 2456.90 455.53 41 WL RB BACKCHAN 1.00 8141 2457.91 455.60 42 TOE RIVER BANK 1.02 8142 2458.93 456.47 43 NATURAL BOUNDARY 2.03 8143 2460.96 457.34 44 TOP 7.12 8144 2468.07 457.57 45 REBAR RB 13.50 8145 2481.57 457.26 46 . 11.20 8146 2492.77 457.03 47 TOP 3.80 8147 2496.57 456.32 48 TOE 5.50 8148 2502.07 456.68 49 TOE 9.50 8149 2511.57 457.98 50 . 3.55 8150 2515.13 458.62 51 TOP BANK 3.23 8151 2518.36 458.64 52 SPIKE 8.28 8152 2526.64 458.39 53 IN FIELD 46.42 8153 2573.06 458.72 54 IN FIELD 5.50 8154 2578.56 458.22 55 IN FIELD 8.50 8155 2587.06 458.07 56 IN FIELD 6.90 8156 2593.96 458.74 57 IN FIELD 22.60 8157 2616.56 458.70 58 IN FIELD 9.10 8158 2625.66 458.17 59 IN FIELD 13.60 8159 2639.26 458.59 60 IN FIELD 28.20 8160 2667.46 458.34 61 IN FIELD 22.20 8161 2689.66 458.13 62 IN FIELD 14.60 8162 2704.26 458.87 63 IN FIELD 33.10 8163 2737.36 458.77 64 IN FIELD 5.79 8164 2743.16 459.37 65 FENCE LINE 4.70 8165 2747.85 459.37 66 . 17.90 8166 2765.75 459.54 67 . 23.19 8167 2788.94 460.13 68 FLAT BEYOND BULKLEY RIVER X/S 9 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 9100 0.00 457.51 1 DUMMY 2000.00 9101 2000.00 457.51 2 FLAT BEYOND 74.19 9102 2074.19 457.72 3 TOE 3.49 9103 2077.69 459.25 4 TOP 19.40 9104 2097.09 459.22 5 . 42.00 9105 2139.09 458.60 6 . 14.40 9106 2153.49 459.31 7 . 38.01 9107 2191.50 459.25 8 FENCE LINE 7.40 9108 2198.90 459.16 9 TOE 0.69 9109 2199.59 459.52 10 EDGE ROAD 3.80 9110 2203.39 459.83 11 C/L ROAD 5.60 9111 2208.99 459.84 12 EDGE ROAD 1.00 9112 2209.99 459.59 13 TOE 7.10 9113 2217.09 459.53 14 BOLT LB 3.30 9114 2220.38 459.54 15 TOP 1.80 9115 2222.18 458.46 16 VEG LINE 1.79 9116 2223.97 457.66 17 . 1.78 9117 2225.76 456.39 18 WL LB 2.50 9118 2228.26 454.77 19 . 2.50 9119 2230.76 454.01 20 . 5.00 9120 2235.76 453.59 21 . 5.00 9121 2240.76 453.92 22 . 5.00 9122 2245.76 454.44 23 . 5.00 9123 2250.76 454.41 24 . 5.00 9124 2255.76 454.10 25 . 5.00 9125 2260.76 454.01 26 . 5.00 9126 2265.76 454.10 27 . 5.00 9127 2270.76 454.41 28 . 5.00 9128 2275.76 454.65 29 . 5.00 9129 2280.76 454.84 30 . 5.00 9130 2285.76 454.87 31 . 5.00 9131 2290.76 454.93 32 . 5.00 9132 2295.76 455.14 33 . 5.00 9133 2300.76 455.23 34 . 5.00 9134 2305.76 455.32 35 . 5.00 9135 2310.76 455.63 36 . 5.00 9136 2315.76 455.90 37 . 5.00 9137 2320.76 456.09 38 . 5.00 9138 2325.76 456.15 39 . 5.00 9139 2330.76 456.12 40 . 5.00 9140 2335.76 455.99 41 . 5.00 9141 2340.76 456.05 42 . 4.05 9142 2344.80 456.28 43 WL 10.53 9143 2355.34 456.90 44 . 2.12 9144 2357.45 457.31 45 TRASH L1NE 4.02 9145 2361.47 457.83 46 TOP 5.00 9146 2366.47 457.81 47 TOP 1.49 9147 2367.96 457.48 48 . 2.00 9148 2369.96 457.32 49 . 0.99 9149 2370.95 457.08 50 TRASH LINE 1.80 9150 2372.75 456.69 51 TOE 4.20 9151 2376.96 456.22 52 0.15M 14.99 9152 2391.94 456.15 53 TOE 0.22W 1.01 9153 2392.95 456.44 54 . 3.01 9154 2395.96 457.51 55 TOP 11.60 9155 2407.56 457.58 56 . 7.80 9156 2415.36 457.39 57 REBAR RB 10.90 9157 2426.26 457.27 58 . 9.40 9158 2435.66 457.43 59 . 9.00 9159 2444.66 458.10 60 TOP 3.20 9160 2447.86 457.38 61 . 2.80 9161 2450.66 456.87 62 TOE 9.20 9162 2459.86 456.73 63 TOE 3.29 9163 2463.15 457.94 64 TOP 13.99 9164 2477.14 457.75 65 TOP 1.70 9165 2478.84 457.33 66 TOE 7.90 9166 2486.75 457.40 67 . 9.80 9167 2496.54 457.47 68 . 6.00 9168 2502.54 458.56 69 TOP EDGE FIELD 21.90 9169 2524.44 458.19 70 SPIKE 14.49 9170 2538.94 458.84 71 IN FIELD 16.10 9171 2555.03 458.77 72 . 31.21 9172 2586.24 458.11 73 . 7.70 9173 2593.94 459.03 74 . 32.50 9174 2626.44 458.86 75 . 2.80 9175 2629.24 458.55 76 . 5.80 9176 2635.04 458.56 77 . 6.70 9177 2641.74 458.95 78 IN FIELD 26.20 9178 2667.93 459.15 79 IN FIELD 27.60 9179 2695.54 458.51 80 IN FIELD 32.60 9180 2728.14 458.69 81 IN FIELD 17.90 9181 2746.04 458.63 82 IN FIELD 48.67 9182 2794.71 460.61 83 IN FIELD 41.01 9183 2835.71 460.85 84 FLAT BEYOND BULKLEY RIVER X/S 10 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 10100 0.00 468.65 1 DUMMY 2000.00 10101 2000.00 468.65 2 ON SLOPE 36.81 10102 2036.81 462.02 3 TOE SLOPE 26.45 10103 2063.27 460.41 4 . 80.90 10104 2144.17 460.71 5 . 71.30 10105 2215.47 460.77 6 . 52.20 10106 2267.67 461.32 7 EDGE ROAD 3.60 10107 2271.27 461.46 8 C/L ROAD 2.70 10108 2273.97 461.32 9 EDGE ROAD 2.90 10109 2276.87 460.93 10 BOLT LB RIPRAP 0.80 10110 2277.67 460.93 11 TOP 2.40 10111 2280.07 459.63 12 . 2.59 10112 2282.66 457.97 13 TRASH LINE 2.46 10113 2285.12 456.82 14 WL LB 2.50 10114 2287.62 455.66 15 . 2.50 10115 2290.12 454.59 16 . 5.00 10116 2295.12 454.90 17 . 5.00 10117 2300.12 454.99 18 . 5.00 10118 2305.12 454.93 19 . 5.00 10119 2310.12 454.66 20 . 5.00 10120 2315.12 454.44 21 . 5.00 10121 2320.12 454.35 22 . 5.00 10122 2325.12 454.32 23 . 5.00 10123 2330.12 454.32 24 . 5.00 10124 2335.12 454.44 25 . 5.00 10125 2340.12 454.53 26 . 5.00 10126 2345.12 454.69 27 . 5.00 10127 2350.12 454.90 28 . 5.00 10128 2355.12 454.99 29 . 5.00 10129 2360.12 455.17 30 . 5.00 10130 2365.12 455.26 31 . 5.00 10131 2370.12 455.51 32 . 5.00 10132 2375.12 455.81 33 . 5.00 10133 2380.12 456.18 34 . 5.00 10134 2385.12 456.73 35 . 3.49 10135 2388.61 456.86 36 WL RB 6.29 10136 2394.90 457.24 37 . 2.58 10137 2397.48 457.86 38 TRASH LINE & TOP 14.19 10138 2411.67 458.02 39 TOP 2.01 10139 2413.69 457.65 40 . 0.50 10140 2414.19 457.64 41 . 1.48 10141 2415.67 456.78 42 TOE BACKCHANNEL 9.00 10142 2424.67 457.07 43 TOE 6.19 10143 2430.86 457.62 44 TOP CHANNEL 1.82 10144 2432.68 457.27 45 . 3.51 10145 2436.19 458.02 46 TOP 5.00 10146 2441.19 458.01 47 TOP 3.90 10147 2445.09 456.93 48 TOE BACKCHANNEL 9.20 10148 2454.29 456.74 49 TOE 4.38 10149 2458.67 458.02 50 TOP 5.02 10150 2463.68 458.04 51 REBAR RB 10.60 10151 2474.28 458.01 52 . 9.80 10152 2484.08 458.44 53 . 28.90 10153 2512.97 458.31 54 . 14.20 10154 2527.17 458.12 55 TOP 3.20 10155 2530.38 457.66 56 . 3.30 10156 2533.68 456.61 57 . 3.00 10157 2536.68 456.78 58 . 4.79 10158 2541.47 457.24 59 . 1.50 10159 2542.97 457.66 60 TOP 14.50 10160 2557.47 457.83 61 TOE 4.80 10161 2562.27 459.06 62 TOP EDGE FIELD 17.00 10162 2579.27 459.10 63 SPIKE 32.30 10163 2611.57 458.88 64 IN FIELD 14.20 10164 2625.77 458.44 65 . 5.90 10165 2631.67 458.91 66 . 23.00 10166 2654.67 458.55 67 . 6.20 10167 2660.87 458.91 68 . 24.50 10168 2685.37 459.28 69 . 13.00 10169 2698.37 458.78 70 . 24.70 10170 2723.07 459.37 71 . 21.10 10171 2744.17 458.70 72 IN FIELD 14.40 10172 2758.57 459.00 73 IN FIELD 8.50 10173 2767.07 458.60 74 . 10.80 10174 2777.87 459.15 75 . 10.60 10175 2788.47 459.30 76 . 5.00 10176 2793.47 458.40 77 . 7.60 10177 2801.07 458.42 78 . 5.20 10178 2806.27 459.19 79 . 19.90 10179 2826.16 459.71 80 . 14.19 10180 2840.35 460.54 81 IN FIELD 29.60 10181 2869.95 460.66 82 SPIKE IN FIELD BULKLEY RIVER X/S 11 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 11100 0.00 462.54 1 DUMMY 2000.00 11101 2000.00 462.54 2 FLAT BEYOND 20.85 11102 2020.85 462.42 3 FENCE LINE 10.53 11103 2031.38 462.39 4 TOP BANK 3.40 11104 2034.78 460.86 5 TOE BANK 3.60 11105 2038.37 460.97 6 TOE BANK 1.50 11106 2039.87 461.53 7 EDGE ROAD 2.90 11107 2042.77 461.66 8 C/L ROAD 3.20 11108 2045.97 461.52 9 BOLT LB 0.90 11109 2046.87 461.52 10 TOP EDGE ROAD 3.74 11110 2050.61 458.86 11 TOE 3.22 11111 2053.83 458.70 12 . 1.41 11112 2055.24 458.29 13 NATURAL BOUNDARY 1.26 11113 2056.50 457.95 14 TOP 0.10 11114 2056.60 457.60 15 TOE 0.68 11115 2057.28 457.48 16 WL LB 2.50 11116 2059.78 457.08 17 . 2.50 11117 2062.28 456.75 18 . 2.50 11118 2064.78 456.50 19 . 2.50 11119 2067.28 456.20 20 . 5.00 11120 2072.28 455.93 21 . 5.00 11121 2077.28 455.93 22 . 5.00 11122 2082.28 455.90 23 . 5.00 11123 2087.28 455.83 24 . 5.00 11124 2092.28 455.68 25 . 5.00 11125 2097.28 455.71 26 . 5.00 11126 2102.28 455.53 27 . 5.00 11127 2107.28 455.29 28 . 5.00 11128 2112.28 455.01 29 . 5.00 11129 2117.28 455.04 30 . 5.00 11130 2122.28 455.07 31 . 5.00 11131 2127.28 455.04 32 . 5.00 11132 2132.28 454.89 33 . 5.00 11133 2137.28 454.74 34 . 5.00 11134 2142.28 455.04 35 . 5.00 11135 2147.28 455.29 36 . 5.00 11136 2152.28 455.32 37 . 5.00 11137 2157.28 455.86 38 . 5.00 11138 2162.28 456.35 39 . 2.25 11139 2164.52 457.40 40 WL RB 0.27 11140 2164.79 458.46 41 NATURAL BOUNDARY 0.11 11141 2164.90 458.63 42 . 8.92 11142 2173.82 458.73 43 . 6.00 11143 2179.81 458.70 44 . 4.91 11144 2184.72 458.80 45 REBAR RB 18.50 11145 2203.22 458.60 46 . 8.50 11146 2211.72 459.10 47 . 50.30 11147 2262.02 459.00 48 . 14.40 11148 2276.42 458.24 49 . 14.50 11149 2290.92 459.09 50 . 31.70 11150 2322.62 459.15 51 IN FIELD 24.59 11151 2347.21 459.90 52 . 19.80 11152 2367.01 459.53 53 . 13.10 11153 2380.11 459.47 54 SPIKE 20.75 11154 2400.86 459.17 55 . 8.77 11155 2409.63 458.39 56 . 7.06 11156 2416.69 459.04 57 . 47.22 11157 2463.91 459.34 58 . 11.20 11158 2475.11 458.76 59 . 33.30 11159 2508.41 460.11 60 . 28.90 11160 2537.31 460.06 61 . 27.70 11161 2565.01 459.70 62 . 2.40 11162 2567.41 458.80 63 . 5.30 11163 2572.71 458.57 64 . 1.60 11164 2574.31 458.53 65 . 10.10 11165 2584.41 459.87 66 . 120.67 11166 2705.07 461.63 67 FENCE LINE BULKLEY RIVER X/S 12 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 12175 0.00 460.67 1 DUMMY 2000.00 12174 2000.00 460.67 2 FLAT BEYOND 9.10 12173 2009.10 460.64 3 TOP BANK 4.81 12172 2013.91 460.04 4 WL POND 5.09 12171 2019.00 459.70 5 0.50 W 6.00 12170 2025.00 459.57 6 0.60 W 6.20 12169 2031.20 460.07 7 WL POND 26.91 12168 2058.11 460.51 8 . 20.29 12167 2078.40 460.43 9 C/L ROAD 3.60 12166 2082.00 460.61 10 REBAR LB 2.00 12165 2084.00 460.90 11 . 7.80 12164 2091.80 460.78 12 . 10.20 12163 2102.00 460.75 13 . 11.40 12162 2113.40 460.32 14 . 2.60 12161 2116.00 460.52 15 TOP 2.00 12160 2118.00 459.06 16 TOE 0.25W 5.40 12159 2123.40 458.99 17 0.26M 6.60 12158 2130.00 459.32 18 WL CH 5.00 12157 2135.00 459.55 19 . 4.00 12156 2139.00 460.03 20 TOP 7.50 12155 2146.50 460.32 21 . 21.20 12154 2167.70 459.78 22 TOP 3.30 12153 2171.00 458.77 23 C/L 0.25M 1.50 12152 2172.50 459.28 24 WL POND 2.50 12151 2175.00 459.69 25 BAR 9.00 12150 2184.00 460.24 26 . 12.00 12149 2196.00 459.90 27 . 16.00 12148 2212.00 460.27 28 . 8.50 12147 2220.50 460.05 29 BAR 2.31 12146 2222.80 459.52 30 WL LB 2.89 12145 2225.70 459.25 31 . 5.00 12144 2230.70 458.91 32 . 5.00 12143 2235.70 458.79 33 . 5.00 12142 2240.70 458.55 34 . 5.00 12141 2245.70 458.55 35 . 5.00 12140 2250.70 458.73 36 . 5.00 12139 2255.70 458.85 37 . 5.00 12138 2260.70 458.91 38 . 5.00 12137 2265.70 458.91 39 . 5.00 12136 2270.70 458.70 40 . 5.00 12135 2275.70 458.18 41 . 5.00 12134 2280.70 457.63 42 . 5.00 12133 2285.70 457.51 43 . 5.00 12132 2290.70 457.39 44 . 5.00 12131 2295.70 457.30 45 . 5.00 12130 2300.70 457.23 46 . 5.00 12129 2305.70 457.27 47 . 5.00 12128 2310.70 457.27 48 . 5.00 12127 2315.70 457.33 49 . 5.00 12126 2320.70 457.57 50 . 5.00 12125 2325.70 457.78 51 . 5.00 12124 2330.70 457.78 52 . 2.50 12123 2333.20 457.94 53 . 2.20 12122 2335.40 458.91 54 0.6W 0.30 12121 2335.70 459.46 55 WL RB 0.40 12120 2336.10 459.98 56 NATURAL BOUNDARY 1.10 12119 2337.20 460.58 57 TOP RB 8.70 12118 2345.90 460.44 58 BOLT RB 10.50 12117 2356.39 460.09 59 . 23.88 12116 2380.28 460.03 60 . 22.61 12115 2402.89 460.13 61 . 26.60 12114 2429.49 460.25 62 . 17.50 12113 2446.99 460.19 63 . 26.10 12112 2473.09 460.05 64 . 32.60 12111 2505.69 459.63 65 . 21.28 12110 2526.98 460.37 66 . 9.79 12109 2536.77 460.87 67 SPIKE 24.80 12108 2561.57 460.93 68 TOP 8.30 12107 2569.87 460.43 69 . 1.60 12106 2571.47 459.82 70 . 2.60 12105 2574.07 460.24 71 . 23.90 12104 2597.97 460.24 72 . 4.20 12103 2602.17 460.85 73 TOE 6.60 12102 2608.77 461.22 74 . 23.59 12101 2632.36 461.50 75 . 39.10 12100 2671.47 461.41 76 . BULKLEY RIVER X/S 13 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 13149 0.00 461.23 1 DUMMY 2000.00 13148 2000.00 461.23 2 FLAT BEYOND 11.31 13147 2011.31 461.03 3 . 14.41 13146 2025.71 461.02 4 . 12.99 13145 2038.70 461.40 5 . 23.30 13144 2062.00 461.21 6 . 18.00 13143 2080.00 461.29 7 REBAR LB @ ROAD 4.00 13142 2084.00 461.33 8 TOP 5.00 13141 2089.00 461.12 9 TOE 0.80 13140 2089.80 460.83 10 TOE 0.20 13139 2090.00 461.30 11 TOP 2ND CHANNEL 6.00 13138 2096.00 461.56 12 TOP CHANNEL 2.00 13137 2098.00 461.17 13 . 5.60 13136 2103.60 461.51 14 . 23.60 13135 2127.20 461.56 15 . 31.80 13134 2159.00 461.12 16 . 21.00 13133 2180.01 460.98 17 . 8.99 13132 2189.00 461.37 18 . 18.00 13131 2207.01 461.24 19 . 4.31 13130 2211.31 460.98 20 . 7.70 13129 2219.02 460.97 21 . 4.21 13128 2223.23 460.63 22 . 8.81 13127 2232.03 460.53 23 WL LB 3.07 13126 2235.10 460.45 24 . 5.00 13125 2240.10 460.12 25 . 5.00 13124 2245.10 459.91 26 . 5.00 13123 2250.10 459.84 27 . 5.00 13122 2255.10 459.55 28 . 5.00 13121 2260.10 459.43 29 . 5.00 13120 2265.10 459.16 30 . 5.00 13119 2270.10 458.91 31 . 5.00 13118 2275.10 458.67 32 . 5.00 13117 2280.10 458.36 33 . 5.00 13116 2285.10 457.94 34 . 5.00 13115 2290.10 457.39 35 . 2.50 13114 2292.60 457.17 36 . 2.50 13113 2295.10 457.02 37 . 5.00 13112 2300.10 456.90 38 . 5.00 13111 2305.10 456.44 39 . 5.00 13110 2310.10 456.08 40 . 5.00 13109 2315.10 456.05 41 . 5.00 13108 2320.10 456.38 42 . 2.00 13107 2322.10 456.93 43 . 0.50 13106 2322.60 458.45 44 . 2.50 13105 2325.10 459.03 45 . 2.50 13104 2327.60 459.95 46 . 2.50 13103 2330.10 460.74 47 WL RB 0.30 13102 2330.40 461.82 48 NATURAL BOUNDARY 0.80 13101 2331.20 462.49 49 TOP RB 6.70 13100 2337.89 462.45 50 BOLT RB BULKLEY RIVER X/S 14 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 14100 0.00 460.98 1 DUMMY 2000.00 14101 2000.00 460.98 2 FLAT BEYOND 28.89 14102 2028.89 461.35 3 . 6.30 14103 2035.19 461.43 4 . 16.81 14104 2052.00 461.22 5 . 16.39 14105 2068.39 461.70 6 . 11.99 14106 2080.39 461.80 7 SPIKE C/L ROAD 15.20 14107 2095.59 461.47 8 . 16.50 14108 2112.09 461.87 9 . 15.90 14109 2127.99 462.06 10 BOLT LB 2.90 14110 2130.89 462.01 11 TOP LB 0.70 14111 2131.59 461.25 12 NATURAL BOUNDARY 0.49 14112 2132.08 460.77 13 WL LB 2.50 14113 2134.58 459.79 14 . 2.50 14114 2137.08 459.09 15 . 5.00 14115 2142.08 458.64 16 . 5.00 14116 2147.08 458.45 17 . 5.00 14117 2152.08 458.30 18 . 5.00 14118 2157.08 458.33 19 . 5.00 14119 2162.08 458.48 20 . 5.00 14120 2167.08 458.45 21 . 5.00 14121 2172.08 458.58 22 . 5.00 14122 2177.08 458.67 23 . 5.00 14123 2182.08 458.85 24 . 5.00 14124 2187.08 459.03 25 . 5.00 14125 2192.08 459.25 26 . 5.00 14126 2197.08 459.58 27 . 5.00 14127 2202.08 459.76 28 . 5.00 14128 2207.08 459.95 29 . 5.00 14129 2212.08 460.22 30 . 5.00 14130 2217.08 460.40 31 . 5.00 14131 2222.08 460.53 32 . 5.00 14132 2227.08 460.47 33 . 5.00 14133 2232.08 460.31 34 . 5.00 14134 2237.08 460.22 35 . 5.00 14135 2242.08 460.16 36 . 5.00 14136 2247.08 460.22 37 . 5.00 14137 2252.08 460.34 38 . 5.00 14138 2257.08 460.34 39 . 5.00 14139 2262.08 460.04 40 . 5.00 14140 2267.08 459.61 41 . 5.00 14141 2272.08 459.73 42 . 5.00 14142 2277.08 460.22 43 . 5.00 14143 2282.08 460.25 44 . 0.80 14144 2282.88 460.81 45 WL RB 0.21 14145 2283.09 461.44 46 TOP BANK 0.60 14146 2283.69 461.78 47 NATURAL BOUNDARY 1.70 14147 2285.39 462.21 48 TOP 1.10 14148 2286.49 462.40 49 REBAR RB 9.70 14149 2296.19 462.15 50 . 25.80 14150 2321.99 462.22 51 . 31.50 14151 2353.49 462.17 52 . 47.20 14152 2400.69 462.12 53 . 102.80 14153 2503.49 462.75 54 SPIKE C/L DRVWAY 52.38 14154 2555.87 462.40 55 SPIKE 11.50 14155 2567.37 462.43 56 NORTH END ROAD 3.50 14156 2570.87 461.26 57 TOE ROAD 39.49 14157 2610.36 461.05 58 . 73.31 14158 2683.67 461.93 59 TOP BANK 2.50 14159 2686.17 460.82 60 TOE BANK 18.50 14160 2704.67 460.88 61 WL POND 3.20 14161 2707.87 460.01 62 0.84M 7.50 14162 2715.37 460.59 63 0.30M 4.70 14163 2720.07 460.89 64 TOE BANK 21.78 14164 2741.85 464.08 65 TOP BANK 6.02 14165 2747.87 464.11 66 SPIKE 17.90 14166 2765.76 463.85 67 . 61.10 14167 2826.87 464.40 68 ON KIDD ROAD 46.00 14168 2872.87 463.30 69 KIDD ROAD 78.00 14169 2950.87 463.83 70 TOE CL KIDD ROAD 110.98 14170 3061.85 465.85 71 CL KIDD ROAD 6.00 14171 3067.85 465.61 72 CL KIDD CL HWY BULKLEY RIVER X/S 15 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 15100 0.00 472.26 1 DUMMY 2000.00 15101 2000.00 472.26 2 SLOPE STEEP BYND 22.85 15102 2022.85 468.18 3 ON SLOPE 26.03 15103 2048.88 463.17 4 TOE HILL 42.90 15104 2091.78 463.57 5 C/L ROAD 36.10 15105 2127.87 463.77 6 TOE RIPRAP 4.10 15106 2131.97 464.32 7 BOLT LB 1.40 15107 2133.37 464.32 8 TOP RIPRAP BANK 2.20 15108 2135.57 463.05 9 . 2.47 15109 2138.04 461.74 10 WL LB 2.50 15110 2140.54 460.37 11 . 2.50 15111 2143.04 459.82 12 . 5.00 15112 2148.04 459.21 13 . 5.00 15113 2153.04 459.06 14 . 5.00 15114 2158.04 458.97 15 . 5.00 15115 2163.04 459.03 16 . 5.00 15116 2168.04 459.15 17 . 5.00 15117 2173.04 459.24 18 . 5.00 15118 2178.04 459.42 19 . 5.00 15119 2183.04 459.58 20 . 5.00 15120 2188.04 459.73 21 . 5.00 15121 2193.04 459.88 22 . 5.00 15122 2198.04 460.03 23 . 5.00 15123 2203.04 460.19 24 . 5.00 15124 2208.04 460.22 25 . 5.00 15125 2213.04 460.46 26 . 5.00 15126 2218.04 460.80 27 . 5.00 15127 2223.04 460.98 28 . 5.00 15128 2228.04 461.16 29 . 5.00 15129 2233.04 461.22 30 . 5.00 15130 2238.04 461.34 31 . 5.00 15131 2243.04 461.31 32 . 5.00 15132 2248.04 461.21 33 . 5.00 15133 2253.04 461.16 34 . 4.46 15134 2257.49 461.26 35 TOE 0.45M 2.12 15135 2259.62 461.69 36 WL RB 3.74 15136 2263.35 462.66 37 TRASH LINE 1.51 15137 2264.86 462.87 38 TOP 4.00 15138 2268.85 462.61 39 . 1.00 15139 2269.85 462.16 40 TOE OLD CHANNEL 1.10 15140 2270.95 462.28 41 TOE 0.90 15141 2271.86 462.25 42 TOP 5.99 15142 2277.84 462.56 43 REBAR RB 10.18 15143 2288.02 462.42 44 TOP 1.82 15144 2289.84 462.15 45 TOE 3.10 15145 2292.94 462.59 46 TOP 19.43 15146 2312.38 462.23 47 . 46.46 15147 2358.83 462.61 48 . 24.99 15148 2383.82 462.70 49 TOP BACK CHANNEL 2.39 15149 2386.21 461.44 50 WL LB 1.57 15150 2387.79 460.10 51 TOE CHANNEL 13.10 15151 2400.88 460.46 52 TOE CHANNEL 2.14 15152 2403.02 461.46 53 WL RB 1.50 15153 2404.52 462.45 54 TOP BANK 12.33 15154 2416.85 462.56 55 . 8.41 15155 2425.26 462.45 56 . 6.53 15156 2431.78 461.74 57 . 1.97 15157 2433.76 462.27 58 . 18.00 15158 2451.76 462.70 59 ON ROAD SPIKE 10.20 15159 2461.96 462.85 60 TOE ROAD BANK 0.90 15160 2462.86 463.33 61 TOP ROAD BANK 38.40 15161 2501.26 463.19 62 . 31.50 15162 2532.75 463.50 63 . 7.99 15163 2540.74 462.50 64 . 1.20 15164 2541.94 462.92 65 E.ROAD 4.22 15165 2546.16 462.98 66 C/L ROAD 1.60 15166 2547.75 462.84 67 E. ROAD 1.50 15167 2549.26 462.34 68 TOE DITCH 6.89 15168 2556.15 463.49 69 TOP BANK 11.55 15169 2567.70 463.37 70 . BULKLEY RIVER X/S 16 PROJ#76FDC18 JUNE 15 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 16153 0.00 467.76 1 DUMMY 2000.00 16152 2000.00 467.76 2 REBAR LB 3.81 16151 2003.81 467.37 3 TOP 1.75 16150 2005.56 466.03 4 . 2.90 16149 2008.46 465.15 5 . 1.71 16148 2010.17 464.96 6 TOP 0.01 16147 2010.18 464.68 7 TOE 0.30 16146 2010.49 464.64 8 TOP ABUTMENT 0.16 16145 2010.65 463.55 9 WL TOE ABUTMENT 4.54 16144 2015.19 463.31 10 . 2.95 16143 2018.14 463.80 11 C/L OLD PILINGS 2.05 16142 2020.19 462.19 12 . 5.00 16141 2025.19 461.91 13 . 5.00 16140 2030.19 461.88 14 . 5.00 16139 2035.19 461.88 15 . 5.00 16138 2040.19 462.03 16 . 4.45 16137 2044.64 463.50 17 STEEL WOOD PILIN 0.55 16136 2045.19 462.46 18 . 5.00 16135 2050.19 462.80 19 . 5.00 16134 2055.19 462.86 20 . 5.00 16133 2060.19 462.89 21 . 5.00 16132 2065.19 462.86 22 . 5.00 16131 2070.19 462.89 23 . 2.50 16130 2072.69 463.10 24 . 2.50 16129 2075.19 463.19 25 . 5.00 16128 2080.19 462.70 26 . 5.00 16127 2085.19 462.46 27 . 5.00 16126 2090.19 462.46 28 . 5.00 16125 2095.19 462.43 29 . 5.00 16124 2100.19 462.19 30 . 5.00 16123 2105.19 462.43 31 . 0.65 16122 2105.84 463.49 32 C/L OLD PILINGS 1.85 16121 2107.69 462.13 33 . 2.50 16120 2110.19 462.13 34 . 5.00 16119 2115.19 462.19 35 . 5.00 16118 2120.19 462.19 36 . 5.00 16117 2125.19 462.16 37 . 5.00 16116 2130.19 462.16 38 . 5.00 16115 2135.19 461.85 39 . 5.00 16114 2140.19 461.18 40 . 5.00 16113 2145.19 461.03 41 . 2.50 16112 2147.69 461.88 42 . 2.50 16111 2150.19 462.95 43 . 2.50 16110 2152.69 463.44 44 . 2.50 16109 2155.19 463.71 45 WL RB 1.58 16108 2156.77 463.65 46 . 0.11 16107 2156.89 464.59 47 . 0.98 16106 2157.87 464.65 48 . 2.72 16105 2160.58 465.74 49 . 3.80 16104 2164.38 466.89 50 TOE 0.10 16103 2164.48 468.00 51 . 0.40 16102 2164.88 468.01 52 . 0.10 16101 2164.99 468.67 53 TOP 2.40 16100 2167.38 468.78 54 BOLT RB BULKLEY RIVER X/S 70 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 70100 0.00 465.53 1 DUMMY 2000.00 70101 2000.00 465.53 2 . 72.50 70102 2072.50 465.97 3 . 54.50 70103 2127.00 465.61 4 . 40.24 70104 2167.23 465.61 5 . 16.78 70105 2184.01 465.10 6 . 19.09 70106 2203.10 464.83 7 . 17.00 70107 2220.10 465.05 8 BOLT LB 3.39 70108 2223.49 464.91 9 TOP LB 0.99 70109 2224.48 464.44 10 NATURAL BOUNDARY 0.69 70110 2225.18 463.77 11 WL LB 2.50 70111 2227.68 462.67 12 . 2.50 70112 2230.18 462.31 13 . 5.00 70113 2235.18 462.22 14 . 5.00 70114 2240.18 462.25 15 . 5.00 70115 2245.18 462.55 16 . 5.00 70116 2250.18 462.55 17 . 5.00 70117 2255.18 462.52 18 . 5.00 70118 2260.18 462.52 19 . 5.00 70119 2265.18 462.54 20 . 5.00 70120 2270.18 462.52 21 . 5.00 70121 2275.18 462.49 22 . 5.00 70122 2280.18 462.52 23 . 5.00 70123 2285.18 462.52 24 . 5.00 70124 2290.18 462.55 25 . 5.00 70125 2295.18 462.52 26 . 5.00 70126 2300.18 462.46 27 . 5.00 70127 2305.18 462.37 28 . 5.00 70128 2310.18 462.25 29 . 5.00 70129 2315.18 462.22 30 . 5.00 70130 2320.18 462.09 31 . 5.00 70131 2325.18 462.06 32 . 5.00 70132 2330.18 462.22 33 . 5.00 70133 2335.18 462.37 34 . 5.00 70134 2340.18 462.37 35 . 5.00 70135 2345.18 462.40 36 . 5.00 70136 2350.18 462.40 37 . 5.00 70137 2355.18 462.37 38 . 5.00 70138 2360.18 462.46 39 . 5.00 70139 2365.18 462.55 40 . 5.00 70140 2370.18 462.95 41 . 3.30 70141 2373.48 463.33 42 TOE 0.4M 0.21 70142 2373.69 463.78 43 WL RB 3.80 70143 2377.49 464.58 44 NATURAL BOUNDARY 1.51 70144 2379.00 464.90 45 . 4.39 70145 2383.39 466.05 46 REBAR RB TOP 2.00 70146 2385.39 465.74 47 . 10.20 70147 2395.59 465.92 48 EDGE GRASS & RD 17.30 70148 2412.89 465.67 49 . 48.00 70149 2460.88 465.53 50 . 43.50 70150 2504.38 465.16 51 . 49.00 70151 2553.39 465.03 52 . 49.00 70152 2602.39 464.94 53 . 49.00 70153 2651.39 465.30 54 . 52.00 70154 2703.39 464.98 55 . 48.00 70155 2751.39 465.10 56 . 42.00 70156 2793.39 464.91 57 . 6.00 70157 2799.39 464.58 58 TOP DITCH 6.00 70158 2805.39 463.94 59 DITCH 13.98 70159 2819.37 467.75 60 ON SLOPE RISING BULKLEY RIVER X/S 17 PROJ#76FDC18 JUNE 13 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 17100 0.00 468.55 1 DUMMY 2000.00 17101 2000.00 468.55 2 HIGH PNT FIELD 165.97 17102 2165.97 467.29 3 IN FIELD 71.50 17103 2237.47 466.94 4 IN FIELD 15.20 17104 2252.67 466.11 5 IN FIELD 57.71 17105 2310.37 466.53 6 IN FIELD 96.79 17106 2407.17 466.64 7 IN FIELD 42.80 17107 2449.97 466.98 8 TOP FIELD SPIKE 9.97 17108 2459.94 465.64 9 TOE FIELD 7.80 17109 2467.74 465.76 10 TOP 18.20 17110 2485.94 465.90 11 . 10.01 17111 2495.95 464.52 12 . 2.20 17112 2498.15 464.26 13 . 13.80 17113 2511.94 464.95 14 . 1.79 17114 2513.74 465.65 15 TOE 10.80 17115 2524.54 465.76 16 TOP 5.00 17116 2529.54 465.45 17 TOP 18.41 17117 2547.94 465.52 18 TOP 3.70 17118 2551.64 465.31 19 TOE DRY CHANNEL 4.81 17119 2556.45 465.25 20 TOE DRY CHANNEL 2.49 17120 2558.94 465.92 21 TOP 22.99 17121 2581.94 465.97 22 . 20.10 17122 2602.03 466.09 23 BOLT LB 2.60 17123 2604.63 466.12 24 TOP 0.50 17124 2605.13 465.62 25 NATURAL BOUNDARY 0.80 17125 2605.93 464.74 26 WL LB 2.00 17126 2607.93 463.74 27 . 3.00 17127 2610.93 463.70 28 . 5.00 17128 2615.93 463.58 29 . 5.00 17129 2620.93 463.52 30 . 5.00 17130 2625.93 463.52 31 . 5.00 17131 2630.93 463.49 32 . 5.00 17132 2635.93 463.46 33 . 5.00 17133 2640.93 463.43 34 . 5.00 17134 2645.93 463.37 35 . 5.00 17135 2650.93 463.31 36 . 5.00 17136 2655.93 462.88 37 . 5.00 17137 2660.93 462.67 38 . 5.00 17138 2665.93 462.45 39 . 5.00 17139 2670.93 462.18 40 . 5.00 17140 2675.93 462.06 41 . 5.00 17141 2680.93 462.00 42 . 5.00 17142 2685.93 461.97 43 . 5.00 17143 2690.93 462.30 44 . 5.00 17144 2695.93 462.82 45 . 5.00 17145 2700.93 463.43 46 . 5.00 17146 2705.93 463.76 47 . 5.00 17147 2710.93 463.74 48 . 2.48 17148 2713.42 464.29 49 0.5 M TOE 0.10 17149 2713.52 464.75 50 WL RB 1.21 17150 2714.73 465.56 51 TOP 1.50 17151 2716.23 465.68 52 . 2.50 17152 2718.73 466.56 53 IRON PIN RB 4.65 17153 2723.39 468.48 54 ON SLOPE 4.00 17154 2727.38 469.30 55 ON SLOPE BULKLEY RIVER X/S 18 PROJ#76FDC18 JUNE 13 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 18100 0.00 468.13 1 DUMMY 2000.00 18101 2000.00 468.13 2 HIGH PNT FIELD 176.50 18102 2176.50 467.85 3 IN FIELD 73.50 18103 2250.00 468.16 4 TOP SLOPE SPIKE 6.00 18104 2256.00 466.99 5 TOE SLOPE 11.00 18105 2267.00 466.64 6 TOP BANK 1.00 18106 2268.00 465.97 7 TOE 3.49 18107 2271.50 465.62 8 TOE 3.52 18108 2275.02 466.81 9 TOP 30.99 18109 2306.00 467.16 10 . 22.99 18110 2329.00 467.14 11 SPIKE 64.01 18111 2393.01 467.27 12 . 22.09 18112 2415.10 467.75 13 . 20.89 18113 2435.99 467.74 14 SPIKE 14.00 18114 2449.99 467.13 15 TOP 6.51 18115 2456.50 466.23 16 TOE 7.50 18116 2464.00 466.08 17 TOE 1.90 18117 2465.90 466.69 18 TOP 22.60 18118 2488.50 466.97 19 TOP 3.00 18119 2491.50 466.51 20 TOE 3.20 18120 2494.70 466.51 21 TOE 4.79 18121 2499.49 467.26 22 TOP 20.10 18122 2519.59 467.38 23 BOLT LB 5.90 18123 2525.49 467.26 24 TOP 1.80 18124 2527.29 466.68 25 NATURAL BOUNDARY 3.80 18125 2531.09 466.01 26 WL LB 5.00 18126 2536.09 465.31 27 . 5.00 18127 2541.09 465.31 28 . 5.00 18128 2546.09 465.31 29 . 5.00 18129 2551.09 465.11 30 . 5.00 18130 2556.09 464.91 31 . 5.00 18131 2561.09 464.55 32 . 5.00 18132 2566.09 464.27 33 . 5.00 18133 2571.09 463.94 34 . 5.00 18134 2576.09 463.75 35 . 5.00 18135 2581.09 463.42 36 . 5.00 18136 2586.09 463.24 37 . 5.00 18137 2591.09 463.14 38 . 5.00 18138 2596.09 463.36 39 . 2.50 18139 2598.59 463.88 40 . 2.50 18140 2601.09 463.82 41 . 5.00 18141 2606.09 463.97 42 . 5.00 18142 2611.09 464.21 43 . 5.00 18143 2616.09 464.15 44 . 5.00 18144 2621.09 464.21 45 . 5.00 18145 2626.09 464.39 46 . 5.00 18146 2631.09 464.82 47 . 3.39 18147 2634.48 465.36 48 0.8W TOE 1.70 18148 2636.18 466.14 49 WL RB 0.81 18149 2636.99 466.96 50 NATURAL BOUNDARY 1.60 18150 2638.59 468.51 51 TOP 2.39 18151 2640.98 468.63 52 REBAR RB 26.00 18152 2666.98 468.57 53 . 34.98 18153 2701.96 468.55 54 . 35.21 18154 2737.17 468.21 55 . 22.30 18155 2759.47 468.70 56 . 44.50 18156 2803.97 469.35 57 . 28.00 18157 2831.97 469.45 58 . 16.00 18158 2847.97 469.27 59 . 11.00 18159 2858.97 468.25 60 TOE DRY SWAMP 3.00 18160 2861.97 468.07 61 TOE DRY SWAMP 9.99 18161 2871.96 469.05 62 . 16.99 18162 2888.95 470.62 63 TOE SLOPE 1.97 18163 2890.93 471.53 64 . 6.96 18164 2897.89 472.72 65 ON SLOPE BULKLEY RIVER X/S 19 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 19101 0.00 468.38 1 DUMMY 2000.00 19102 2000.00 468.38 2 HIGH PNT. FIELD 49.50 19103 2049.50 468.09 3 IN FIELD 65.50 19104 2115.00 467.96 4 IN FIELD 26.51 19105 2141.51 468.53 5 IN FIELD 19.50 19106 2161.00 468.60 6 TOE DIKE 3.00 19107 2164.00 469.16 7 TOP DIKE 3.10 19108 2167.10 469.34 8 BOLT LB 1.30 19109 2168.40 469.34 9 TOP NAT BOUNDARY 4.30 19110 2172.70 468.33 10 . 1.60 19111 2174.30 468.08 11 TOP BANK 1.70 19112 2176.00 467.36 12 WL LB 0.20 19113 2176.20 467.16 13 . 0.40 19114 2176.60 465.76 14 . 4.40 19115 2181.00 465.44 15 . 5.00 19116 2186.00 465.53 16 . 5.00 19117 2191.00 465.68 17 . 5.00 19118 2196.00 465.81 18 . 5.00 19119 2201.00 465.81 19 . 5.00 19120 2206.00 465.84 20 . 5.00 19121 2211.00 465.84 21 . 5.00 19122 2216.00 465.84 22 . 5.00 19123 2221.00 465.84 23 . 5.00 19124 2226.00 465.84 24 . 5.00 19125 2231.00 465.84 25 . 5.00 19126 2236.00 465.81 26 . 5.00 19127 2241.00 465.81 27 . 5.00 19128 2246.00 465.84 28 . 5.00 19129 2251.00 465.87 29 . 5.00 19130 2256.00 465.99 30 . 5.00 19131 2261.00 466.17 31 . 5.00 19132 2266.00 466.51 32 . 5.00 19133 2271.00 466.69 33 . 5.00 19134 2276.00 467.02 34 . 8.04 19135 2284.04 467.28 35 WL RB BAR 12.21 19136 2296.25 467.39 36 ON BAR 7.72 19137 2303.97 467.20 37 WL LB BAR 2.03 19138 2306.00 467.10 38 . 5.00 19139 2311.00 466.74 39 . 5.00 19140 2316.00 466.66 40 . 5.00 19141 2321.00 466.48 41 . 5.00 19142 2326.00 466.78 42 . 5.00 19143 2331.00 467.12 43 . 5.28 19144 2336.28 467.25 44 WL RB 2ND BAR 16.21 19145 2352.49 467.89 45 TOP BAR 9.00 19146 2361.49 467.45 46 WL LB 2NDBAR 4.50 19147 2365.98 467.24 47 0.42 M 2.99 19148 2368.98 466.92 48 0.15 M 3.00 19149 2371.98 466.83 49 0.61 M 4.00 19150 2375.98 467.37 50 WL RB RIVER 4.01 19151 2379.99 467.71 51 1979 HWM 8.00 19152 2387.99 467.66 52 . 5.00 19153 2392.99 468.39 53 TOP TRASH LN 4.00 19154 2396.99 467.77 54 . 4.00 19155 2400.99 467.02 55 TOE 0.14M 4.00 19156 2404.99 467.43 56 . 6.00 19157 2411.00 469.05 57 REBAR RB 23.00 19158 2434.00 468.92 58 . 3.80 19159 2437.79 468.58 59 . 11.99 19160 2449.78 468.69 60 . 6.20 19161 2455.98 468.20 61 . 17.51 19162 2473.49 468.71 62 . 8.50 19163 2481.99 468.62 63 . 3.50 19164 2485.49 468.21 64 WL 10.50 19165 2495.99 467.89 65 C/L 10.00 19166 2505.99 468.22 66 WL 9.01 19167 2515.00 469.52 67 TOP 62.00 19168 2576.99 469.79 68 FENCELINE 4.99 19169 2581.98 470.22 69 TOE ROAD 4.26 19170 2586.24 472.69 70 TOP 6.68 19171 2592.92 472.43 71 C/L ROAD BULKLEY RIVER X/S 20 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 20100 0.00 472.84 1 DUMMY 2000.00 20101 2000.00 472.84 2 TOE 37.42 20102 2037.42 474.68 3 TOP 18.10 20103 2055.52 474.86 4 BOLT LB 2.30 20104 2057.82 474.86 5 TOP 0.60 20105 2058.42 473.45 6 ON SLOPE 2.32 20106 2060.73 471.22 7 . 3.86 20107 2064.59 468.63 8 NATURAL BOUNDARY 1.68 20108 2066.27 468.03 9 WL LB 4.00 20109 2070.27 466.51 10 . 1.00 20110 2071.27 465.93 11 . 5.00 20111 2076.27 465.29 12 . 3.50 20112 2079.77 464.43 13 . 1.50 20113 2081.27 464.52 14 . 2.50 20114 2083.77 464.68 15 . 2.50 20115 2086.27 464.43 16 . 5.00 20116 2091.27 464.62 17 . 5.00 20117 2096.27 464.56 18 . 5.00 20118 2101.27 465.13 19 . 2.50 20119 2103.77 465.35 20 . 2.50 20120 2106.27 465.47 21 . 5.00 20121 2111.27 465.59 22 . 5.00 20122 2116.27 465.68 23 . 5.00 20123 2121.27 465.84 24 . 5.00 20124 2126.27 466.14 25 . 5.00 20125 2131.27 466.23 26 . 5.00 20126 2136.27 466.51 27 . 5.00 20127 2141.27 466.81 28 . 5.00 20128 2146.27 467.12 29 . 5.00 20129 2151.27 467.12 30 . 5.00 20130 2156.27 467.33 31 . 5.00 20131 2161.27 467.60 32 . 5.00 20132 2166.27 467.79 33 . 1.25 20133 2167.52 468.23 34 WL RB 7.58 20134 2175.10 468.76 35 . 9.55 20135 2184.65 468.96 36 . 4.40 20136 2189.06 468.91 37 BOLT RB 10.50 20137 2199.56 468.99 38 . 6.10 20138 2205.66 469.30 39 IP CORNER POST 20.60 20139 2226.26 469.37 40 . 10.10 20140 2236.36 469.18 41 . 35.68 20141 2272.04 469.19 42 . 53.11 20142 2325.16 469.15 43 . 27.29 20143 2352.45 468.07 44 INVERT 15.59 20144 2368.04 470.43 45 . 8.76 20145 2376.79 471.99 46 . 18.18 20146 2394.98 471.53 47 TOE 8.64 20147 2403.61 474.91 48 TOP 8.54 20148 2412.15 475.17 49 C/L ROAD BULKLEY RIVER X/S 69 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 69100 0.00 476.04 1 DUMMY 2000.00 69101 2000.00 476.04 2 EDGE SHLD HWY16 75.80 69102 2075.80 475.30 3 EDGE SHLD HWY16 67.60 69103 2143.40 475.11 4 EDGE SHLD HWY16 12.50 69104 2155.90 475.10 5 BOLT LB 4.70 69105 2160.60 475.04 6 . 0.00 69106 2160.60 475.34 7 TOP ABUT 0.20 69107 2160.80 475.34 8 TOP 0.16 69108 2160.96 472.57 9 . 5.44 69109 2166.40 471.05 10 . 4.99 69110 2171.38 470.58 11 TOP 1.34 69111 2172.72 469.17 12 NATURAL BOUNDARY 2.36 69112 2175.08 468.18 13 WL LB 2.47 69113 2177.55 467.05 14 TOE 1.2W 2.53 69114 2180.08 466.99 15 . 5.00 69115 2185.08 466.35 16 . 5.00 69116 2190.08 465.59 17 . 5.00 69117 2195.08 464.64 18 . 4.77 69118 2199.85 468.28 19 PILLAR L 1.10M 1.09 69119 2200.93 468.25 20 PILLAR R 1.10M 4.15 69120 2205.08 464.95 21 . 5.00 69121 2210.08 465.22 22 . 5.00 69122 2215.08 465.56 23 . 5.00 69123 2220.08 465.74 24 . 5.00 69124 2225.08 465.99 25 . 5.00 69125 2230.08 466.29 26 . 5.00 69126 2235.08 466.41 27 . 5.00 69127 2240.08 466.66 28 . 2.50 69128 2242.58 466.96 29 . 4.82 69129 2247.40 468.19 30 PILLAR 0.40M 0.51 69130 2247.91 468.23 31 PILLAR 2.17 69131 2250.08 467.02 32 . 5.00 69132 2255.08 467.27 33 . 5.00 69133 2260.08 467.33 34 . 5.00 69134 2265.08 467.78 35 . 1.89 69135 2266.98 468.26 36 WL RB 4.00 69136 2270.97 468.71 37 VEG LINE 1.70 69137 2272.68 469.09 38 TRASH LINE 1.86 69138 2274.53 469.62 39 . 2.12 69139 2276.65 471.06 40 . 6.34 69140 2283.00 471.56 41 . 3.76 69141 2286.76 472.98 42 TOE ABUTMENT 0.13 69142 2286.89 475.32 43 TOP ABUTMENT 0.30 69143 2287.19 475.32 44 TOP ABUTMENT 0.10 69144 2287.30 475.12 45 . 3.20 69145 2290.50 475.15 46 REBAR RB 34.60 69146 2325.10 474.84 47 EDGE HWY 41.80 69147 2366.90 474.93 48 . 56.00 69148 2422.90 475.01 49 . 86.00 69149 2508.90 475.22 50 C/L ROAD/EDGE HW BULKLEY RIVER X/S 68 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 68100 0.00 476.97 1 DUMMY 2000.00 68101 2000.00 476.97 2 EDGE SHLD HWY-16 108.09 68102 2108.09 475.31 3 EDGE SHLD HWY-16 81.89 68103 2189.98 474.99 4 EDGE SHLD HWY-16 19.10 68104 2209.07 475.06 5 BOLT LB 4.70 68105 2213.77 474.83 6 . 0.00 68106 2213.77 475.38 7 TOP ABUTMENT 0.30 68107 2214.07 475.38 8 TOP ABUTMENT 0.07 68108 2214.14 472.47 9 TOE ABUTMENT 5.20 68109 2219.34 471.02 10 . 3.17 68110 2222.51 470.89 11 TOP BANK 1.56 68111 2224.07 470.32 12 . 1.82 68112 2225.89 469.14 13 TRASH LINE 1.07 68113 2226.96 468.51 14 TOE BANK 0.78 68114 2227.74 468.26 15 WL LB 5.00 68115 2232.74 466.16 16 . 5.00 68116 2237.74 465.39 17 . 1.00 68117 2238.74 465.18 18 . 3.00 68118 2241.74 465.67 19 . 1.00 68119 2242.74 465.46 20 . 5.00 68120 2247.74 464.91 21 . 5.00 68121 2252.74 464.91 22 . 5.00 68122 2257.74 464.45 23 . 5.00 68123 2262.74 465.12 24 . 5.00 68124 2267.74 465.46 25 . 5.00 68125 2272.74 465.67 26 . 5.00 68126 2277.74 465.88 27 . 5.00 68127 2282.74 466.19 28 . 5.00 68128 2287.74 466.46 29 . 5.00 68129 2292.74 466.71 30 . 5.00 68130 2297.74 467.01 31 . 5.00 68131 2302.74 467.01 32 . 5.00 68132 2307.74 467.19 33 . 5.00 68133 2312.74 467.19 34 . 6.51 68134 2319.25 468.24 35 WL RB 1.85 68135 2321.10 468.62 36 . 3.03 68136 2324.13 468.78 37 TOE BRDG '79 HWM 1.85 68137 2325.98 469.35 38 TRASH LINE 3.15 68138 2329.14 470.99 39 . 5.23 68139 2334.37 471.33 40 . 5.57 68140 2339.94 472.92 41 TOE ABUTMENT 0.03 68141 2339.97 475.38 42 TOP ABUTMENT 0.30 68142 2340.27 475.38 43 TOP ABUT 0.10 68143 2340.37 474.75 44 TOE ABUT 0.60 68144 2340.97 475.02 45 . 2.00 68145 2342.97 474.94 46 REBAR RB 21.20 68146 2364.17 474.94 47 EDGE HWY 64.50 68147 2428.67 475.03 48 . 65.30 68148 2493.97 474.92 49 . 88.00 68149 2581.97 474.87 50 . 22.90 68150 2604.87 475.08 51 C/L HWY RISE BYD BULKLEY RIVER X/S 67 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 67100 0.00 476.13 1 . 2000.00 67101 2000.00 476.13 2 GENTLE DOWN SLOP 102.99 67102 2102.99 475.35 3 . 86.77 67103 2189.77 474.30 4 . 26.10 67104 2215.86 472.77 5 TOE 30.59 67105 2246.45 473.86 6 TOP 15.59 67106 2262.05 473.47 7 BOLT LB 3.60 67107 2265.64 473.24 8 . 3.10 67108 2268.74 471.72 9 . 2.70 67109 2271.44 471.04 10 . 3.16 67110 2274.60 469.16 11 TRASH LINE 0.36 67111 2274.96 468.75 12 TOE 1.29 67112 2276.25 468.35 13 WL LB 5.00 67113 2281.25 466.86 14 . 5.00 67114 2286.25 466.16 15 . 5.00 67115 2291.25 465.91 16 . 5.00 67116 2296.25 465.30 17 . 5.00 67117 2301.25 464.88 18 . 5.00 67118 2306.25 465.30 19 . 5.00 67119 2311.25 465.55 20 . 5.00 67120 2316.25 465.64 21 . 5.00 67121 2321.25 465.76 22 . 5.00 67122 2326.25 465.91 23 . 5.00 67123 2331.25 466.06 24 . 5.00 67124 2336.25 466.28 25 . 5.00 67125 2341.25 466.49 26 . 5.00 67126 2346.25 466.83 27 . 5.00 67127 2351.25 466.95 28 . 5.00 67128 2356.25 467.41 29 . 5.00 67129 2361.25 467.37 30 . 5.00 67130 2366.25 467.65 31 . 7.12 67131 2373.38 468.22 32 WL RB 3.11 67132 2376.49 468.90 33 VEG LINE 9.35 67133 2385.84 468.93 34 . 10.87 67134 2396.71 469.19 35 REBAR RB 23.00 67135 2419.71 469.86 36 . 30.10 67136 2449.81 469.70 37 . 25.70 67137 2475.50 469.72 38 . 32.20 67138 2507.70 469.14 39 . 27.80 67139 2535.51 468.96 40 . 12.40 67140 2547.91 468.49 41 . 0.60 67141 2548.51 468.38 42 INVERT CULV 2'D 20.40 67142 2568.91 468.88 43 . 21.50 67143 2590.41 470.01 44 . 35.09 67144 2625.49 469.80 45 . 14.60 67145 2640.09 469.54 46 TOE HWY 29.39 67146 2669.48 471.57 47 . 24.37 67147 2693.85 472.70 48 EDGE HWY 41.25 67148 2735.10 475.37 49 EDGE ROAD BULKLEY RIVER X/S 21 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 21087 0.00 475.92 1 DUMMY 2000.00 21088 2000.00 475.92 2 TOP EDGE ROAD 0.06 21089 2000.06 473.12 3 TOE ROAD 14.50 21090 2014.56 473.43 4 . 5.80 21091 2020.36 473.46 5 TOP 3.51 21092 2023.86 472.28 6 WL SWAMP TOE 20.00 21093 2043.86 471.83 7 0.50 WATER 5.79 21094 2049.66 472.15 8 0.18 WATER 10.70 21095 2060.36 472.24 9 WL SWAMP 3.00 21096 2063.36 472.72 10 SPIKE TOP 10.69 21097 2074.04 472.10 11 EDGE FIELD 57.99 21098 2132.03 472.23 12 SPIKE 129.00 21099 2261.03 473.02 13 TOP 17.99 21100 2279.03 471.52 14 TOE 137.91 21101 2416.93 472.27 15 EDGE FIELD 15.09 21102 2432.03 472.21 16 SPIKE EDGE FIELD 21.00 21103 2453.03 472.02 17 . 41.20 21104 2494.23 471.18 18 . 42.80 21105 2537.03 471.70 19 . 19.10 21106 2556.13 471.84 20 BOLT LB 3.40 21107 2559.52 471.88 21 TOP 1.20 21108 2560.72 470.51 22 TOE 0.30 21109 2561.02 470.77 23 NATURAL BOUNDARY 1.50 21110 2562.52 469.99 24 WL LB 2.50 21111 2565.02 469.41 25 . 2.50 21112 2567.52 468.86 26 . 5.00 21113 2572.52 468.47 27 . 5.00 21114 2577.52 468.44 28 . 5.00 21115 2582.52 468.22 29 . 5.00 21116 2587.52 468.01 30 . 5.00 21117 2592.52 468.01 31 . 5.00 21118 2597.52 468.01 32 . 5.00 21119 2602.52 468.22 33 . 5.00 21120 2607.52 468.22 34 . 5.00 21121 2612.52 468.47 35 . 5.00 21122 2617.52 468.59 36 . 5.00 21123 2622.52 468.77 37 . 5.00 21124 2627.52 468.71 38 . 5.00 21125 2632.52 468.65 39 . 5.00 21126 2637.52 468.62 40 . 5.00 21127 2642.52 468.47 41 . 5.00 21128 2647.52 468.31 42 . 5.00 21129 2652.52 468.04 43 . 5.00 21130 2657.52 467.86 44 . 5.00 21131 2662.52 467.89 45 . 5.00 21132 2667.52 468.13 46 . 5.00 21133 2672.52 468.31 47 . 5.00 21134 2677.52 468.77 48 . 2.95 21135 2680.47 469.30 49 0.8M 1.63 21136 2682.10 470.11 50 WL RB 1.12 21137 2683.23 470.86 51 NATURAL BOUNDARY 1.79 21138 2685.02 472.98 52 TOP 3.50 21139 2688.52 472.68 53 . 3.50 21140 2692.02 472.16 54 . 3.49 21141 2695.51 472.17 55 . 2.01 21142 2697.52 472.82 56 . 13.48 21143 2711.00 473.93 57 REBAR RB 1.19 21144 2712.19 474.08 58 TOE 3.29 21145 2715.47 474.27 59 . 7.15 21146 2722.63 476.34 60 . 6.26 21147 2728.89 475.58 61 0.3W 1.95 21148 2730.83 476.40 62 . 6.16 21149 2736.99 477.33 63 TOE 11.17 21150 2748.17 482.44 64 ON SLOPE BULKLEY RIVER X/S 22 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 22101 0.00 472.65 1 DUMMY 2000.00 22102 2000.00 472.65 2 . 52.00 22103 2052.00 472.80 3 . 52.00 22104 2104.00 473.01 4 TOP 30.49 22105 2134.50 471.34 5 TOE 95.00 22106 2229.50 471.52 6 . 21.90 22107 2251.40 472.21 7 . 75.80 22108 2327.20 472.40 8 TOP 28.00 22109 2355.20 471.78 9 . 16.90 22110 2372.10 472.11 10 BOLT LB 1.20 22111 2373.30 472.02 11 TOP 0.40 22112 2373.70 470.98 12 NATURAL BOUNDARY 1.79 22113 2375.49 470.22 13 WL LB 2.50 22114 2377.99 469.31 14 . 2.50 22115 2380.49 468.85 15 . 5.00 22116 2385.49 468.85 16 . 5.00 22117 2390.49 468.70 17 . 5.00 22118 2395.49 468.82 18 . 5.00 22119 2400.49 468.97 19 . 5.00 22120 2405.49 469.31 20 . 5.00 22121 2410.49 469.49 21 . 5.00 22122 2415.49 469.72 22 . 5.00 22123 2420.49 469.98 23 . 5.28 22124 2425.76 470.19 24 WL RB ISLAND 9.72 22125 2435.48 470.62 25 ON ISLAND 2.70 22126 2438.18 470.54 26 ON ISLAND 13.79 22127 2451.98 471.16 27 ON ISLAND 11.82 22128 2463.79 471.21 28 ON ISLAND 9.70 22129 2473.49 470.98 29 ON ISLAND 4.30 22130 2477.79 470.43 30 WL LB ISLAND 2.50 22131 2480.29 470.28 31 . 2.50 22132 2482.79 470.37 32 . 2.50 22133 2485.29 470.05 33 . 2.50 22134 2487.79 469.82 34 . 5.00 22135 2492.79 469.43 35 . 5.00 22136 2497.79 468.93 36 . 5.00 22137 2502.79 468.54 37 . 5.00 22138 2507.79 468.24 38 . 5.00 22139 2512.79 468.14 39 . 2.50 22140 2515.29 468.14 40 . 2.50 22141 2517.79 467.84 41 . 5.00 22142 2522.79 467.56 42 . 5.00 22143 2527.79 467.66 43 . 5.00 22144 2532.79 468.05 44 . 5.00 22145 2537.79 468.66 45 . 5.00 22146 2542.79 468.75 46 . 2.50 22147 2545.29 469.42 47 . 2.50 22148 2547.79 470.16 48 . 2.10 22149 2549.89 470.63 49 WL RB 1.60 22150 2551.49 470.88 50 . 3.50 22151 2555.00 471.29 51 . 2.00 22152 2557.00 472.24 52 HWM '79 1.99 22153 2558.99 473.34 53 TOP BANK 6.01 22154 2564.99 474.00 54 BOLT RB 33.30 22155 2598.29 473.73 55 . 34.70 22156 2632.99 473.85 56 TOP 9.70 22157 2642.69 472.46 57 TOE 18.90 22158 2661.59 472.42 58 . 12.58 22159 2674.17 471.58 59 TOE 23.62 22160 2697.79 473.70 60 TOP 50.20 22161 2747.99 473.62 61 . 25.20 22162 2773.19 474.05 62 FENCELINE 43.70 22163 2816.89 474.00 63 . 63.50 22164 2880.39 473.89 64 . 18.60 22165 2898.99 472.95 65 . 10.00 22166 2908.99 473.77 66 TOP 9.00 22167 2917.99 473.60 67 . 5.80 22168 2923.78 474.44 68 . 32.79 22169 2956.57 475.63 69 TOE HILL 5.57 22170 2962.13 478.31 70 ON SLOPE RISING BULKLEY RIVER X/S 23 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 23101 0.00 472.80 1 DUMMY 2000.00 23102 2000.00 472.80 2 EDGE FIELD 99.90 23103 2099.90 472.76 3 . 66.10 23104 2166.00 472.90 4 TOP 40.00 23105 2206.00 471.68 5 . 77.50 23106 2283.50 471.78 6 IN FIELD 58.50 23107 2342.00 472.52 7 . 38.10 23108 2380.10 472.46 8 BOLT LB 0.80 23109 2380.90 472.46 9 TOP BANK 0.10 23110 2381.00 471.80 10 . 2.80 23111 2383.80 470.98 11 . 1.00 23112 2384.80 470.69 12 WL LB 2.50 23113 2387.30 469.93 13 . 2.50 23114 2389.80 469.53 14 . 2.50 23115 2392.30 469.47 15 . 2.50 23116 2394.80 469.50 16 . 5.00 23117 2399.80 469.62 17 . 5.00 23118 2404.80 469.65 18 . 5.00 23119 2409.80 469.81 19 . 5.00 23120 2414.80 469.81 20 . 5.00 23121 2419.80 469.81 21 . 5.00 23122 2424.80 470.02 22 . 5.00 23123 2429.80 470.11 23 . 5.00 23124 2434.80 470.05 24 . 5.00 23125 2439.80 470.20 25 . 5.00 23126 2444.80 469.99 26 . 5.00 23127 2449.80 470.29 27 . 5.00 23128 2454.80 470.11 28 . 5.00 23129 2459.80 469.99 29 . 5.00 23130 2464.80 469.90 30 . 5.00 23131 2469.80 469.84 31 . 5.00 23132 2474.80 469.59 32 . 5.00 23133 2479.80 469.56 33 . 5.00 23134 2484.80 469.47 34 . 5.00 23135 2489.80 469.14 35 . 5.00 23136 2494.80 469.01 36 . 5.00 23137 2499.80 468.71 37 . 5.00 23138 2504.80 468.56 38 . 5.00 23139 2509.80 468.46 39 . 5.00 23140 2514.80 468.25 40 . 5.00 23141 2519.80 468.22 41 . 5.00 23142 2524.80 468.86 42 . 5.00 23143 2529.80 469.32 43 . 5.00 23144 2534.80 470.16 44 . 2.18 23145 2536.98 470.73 45 WL RB 0.51 23146 2537.49 471.31 46 . 1.01 23147 2538.50 471.95 47 TOP 2.70 23148 2541.20 472.53 48 REBAR RB 18.60 23149 2559.80 472.06 49 FIELD 5.80 23150 2565.60 471.49 50 TOE 15.50 23151 2581.09 471.54 51 TOE 13.59 23152 2594.68 473.57 52 TOP 15.50 23153 2610.18 473.17 53 . 8.79 23154 2618.97 473.92 54 TOP 29.41 23155 2648.38 473.68 55 . 23.90 23156 2672.28 472.70 56 . 14.91 23157 2687.19 472.24 57 . 10.80 23158 2697.99 472.26 58 . 18.67 23159 2716.67 474.47 59 . 38.21 23160 2754.87 474.33 60 . 22.20 23161 2777.07 474.44 61 . 7.50 23162 2784.56 473.57 62 . 69.19 23163 2853.75 474.28 63 . 8.00 23164 2861.75 473.74 64 . 14.40 23165 2876.16 473.77 65 . 44.99 23166 2921.15 474.22 66 . 13.60 23167 2934.76 473.62 67 . 30.79 23168 2965.54 474.68 68 FENCELINE 37.59 23169 3003.14 474.54 69 . 25.99 23170 3029.13 475.29 70 TOP 5.54 23171 3034.67 473.84 71 . 14.46 23172 3049.13 475.88 72 TOE SLOPE RISING BULKLEY RIVER X/S 24 PROJ#76FDC18 JUNE 14 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 24100 0.00 483.16 1 DUMMY 2000.00 24101 2000.00 483.16 2 TOP FLAT BEYOND 15.99 24102 2015.99 483.25 3 TOP SLOPE 23.76 24103 2039.75 477.00 4 ON SLOPE 15.00 24104 2054.75 476.40 5 TOE BANK @ TREES 135.00 24105 2189.75 476.88 6 . 88.00 24106 2277.75 476.70 7 . 111.10 24107 2388.85 477.09 8 IN FIELD 45.99 24108 2434.85 476.82 9 BOLT LB 2.40 24109 2437.24 476.54 10 TOP 5.66 24110 2442.91 474.05 11 TOE 7.33 24111 2450.23 474.08 12 TOP BANK 1.92 24112 2452.15 473.32 13 NATURAL BOUNDARY 0.54 24113 2452.69 472.82 14 WL LB 0.25 24114 2452.93 472.33 15 0.4W 2.25 24115 2455.19 471.97 16 . 2.50 24116 2457.69 471.75 17 . 5.00 24117 2462.69 471.69 18 . 5.00 24118 2467.69 471.66 19 . 5.00 24119 2472.69 471.63 20 . 5.00 24120 2477.69 471.63 21 . 5.00 24121 2482.69 471.63 22 . 5.00 24122 2487.69 471.60 23 . 5.00 24123 2492.69 471.54 24 . 5.00 24124 2497.69 471.48 25 . 5.00 24125 2502.69 471.24 26 . 5.00 24126 2507.69 470.99 27 . 5.00 24127 2512.69 470.72 28 . 5.00 24128 2517.69 470.63 29 . 5.00 24129 2522.69 470.69 30 . 5.00 24130 2527.69 470.78 31 . 5.00 24131 2532.69 471.05 32 . 5.00 24132 2537.69 471.30 33 . 5.00 24133 2542.69 471.45 34 . 5.00 24134 2547.69 471.51 35 . 5.00 24135 2552.69 471.54 36 . 5.00 24136 2557.69 471.60 37 . 5.00 24137 2562.69 471.60 38 . 5.00 24138 2567.69 471.60 39 . 5.00 24139 2572.69 471.98 40 . 2.95 24140 2575.63 472.70 41 WL RB 1.03 24141 2576.67 473.33 42 TOE BANK 0.31 24142 2576.98 473.61 43 NATURAL BOUNDARY 0.22 24143 2577.20 474.09 44 TOP 0.99 24144 2578.19 474.42 45 REBAR RB 27.20 24145 2605.39 474.06 46 . 2.80 24146 2608.19 472.79 47 WL BACK CHANNEL 0.19 24147 2608.39 471.85 48 TOE 1.0M W 4.80 24148 2613.19 472.53 49 TOE 0.2M W 1.00 24149 2614.19 472.79 50 WL BACK CHANNEL 4.90 24150 2619.09 473.04 51 TOE 3.10 24151 2622.19 473.82 52 . 7.00 24152 2629.19 473.98 53 TOE BANK 2.99 24153 2632.18 475.53 54 TOP BANK FIELD 20.20 24154 2652.39 475.38 55 IN FIELD 39.79 24155 2692.18 475.48 56 TOE 16.80 24156 2708.98 476.21 57 SPIKE 52.00 24157 2760.98 475.78 58 . 107.60 24158 2868.58 475.52 59 C/L ROAD 69.40 24159 2937.98 475.22 60 SPIKE 90.49 24160 3028.47 474.53 61 . 87.51 24161 3115.98 474.69 62 . 134.00 24162 3249.98 474.48 63 . 118.00 24163 3367.98 474.99 64 TOE HILL 35.99 24164 3403.97 477.48 65 TOP HILL BULKLEY RIVER X/S 25 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 25101 0.00 477.90 1 DUMMY 2000.00 25102 2000.00 477.90 2 IN FIELD 110.50 25103 2110.50 477.71 3 IN FIELD 91.51 25104 2202.01 477.16 4 IN FIELD 89.09 25105 2291.10 477.52 5 BOLT LB 0.40 25106 2291.50 477.52 6 TOP BANK 6.70 25107 2298.20 474.72 7 TOE FIELD 3.01 25108 2301.21 474.56 8 C/L SMALL STREAM 4.66 25109 2305.87 474.52 9 TOP 0.60 25110 2306.47 474.19 10 NATURAL BOUNDARY 0.35 25111 2306.82 473.81 11 WL LB 0.13 25112 2306.95 472.92 12 TOE 0.90M 2.37 25113 2309.32 472.23 13 . 2.50 25114 2311.82 471.98 14 . 2.00 25115 2313.82 471.89 15 . 3.00 25116 2316.82 472.13 16 . 5.00 25117 2321.82 472.29 17 . 5.00 25118 2326.82 472.38 18 . 5.00 25119 2331.82 472.59 19 . 5.00 25120 2336.82 472.59 20 . 5.00 25121 2341.82 472.59 21 . 5.00 25122 2346.82 472.71 22 . 5.00 25123 2351.82 473.14 23 . 5.00 25124 2356.82 473.38 24 . 5.00 25125 2361.82 473.47 25 . 5.00 25126 2366.82 473.63 26 . 5.00 25127 2371.82 473.63 27 . 2.98 25128 2374.80 473.62 28 WL RB 10.06 25129 2384.86 474.15 29 . 5.52 25130 2390.38 474.32 30 VEG.LINE 3.53 25131 2393.91 474.68 31 TOP 10.96 25132 2404.87 473.93 32 TOE BACKCHANNEL 5.31 25133 2410.18 473.99 33 . 5.71 25134 2415.89 473.54 34 0.1M 5.50 25135 2421.39 473.45 35 0.2M 3.01 25136 2424.40 473.56 36 TOE BANK 0.53 25137 2424.93 474.13 37 TOP 1.51 25138 2426.44 474.37 38 TRASH LINE 2.01 25139 2428.44 474.49 39 NATURAL BOUNDARY 2.22 25140 2430.66 475.06 40 TOP 16.30 25141 2446.96 474.81 41 . 16.00 25142 2462.97 474.87 42 . 5.99 25143 2468.96 474.63 43 . 2.01 25144 2470.97 474.81 44 . 5.97 25145 2476.94 474.39 45 SPIKE 4.00 25146 2480.94 474.36 46 NATURAL BOUNDARY 3.00 25147 2483.94 473.92 47 WL LB RIGHT CHAN 2.50 25148 2486.44 473.55 48 . 2.50 25149 2488.94 473.37 49 . 5.00 25150 2493.94 473.31 50 . 5.00 25151 2498.94 473.37 51 . 5.00 25152 2503.94 473.16 52 . 5.00 25153 2508.94 472.91 53 . 5.00 25154 2513.94 472.82 54 . 5.00 25155 2518.94 472.70 55 . 5.00 25156 2523.94 472.64 56 . 5.00 25157 2528.94 472.55 57 . 5.00 25158 2533.94 472.46 58 . 5.00 25159 2538.94 472.40 59 . 5.00 25160 2543.94 472.30 60 . 2.50 25161 2546.44 472.24 61 . 2.50 25162 2548.94 471.91 62 . 5.00 25163 2553.94 471.42 63 . 5.00 25164 2558.94 471.12 64 . 5.00 25165 2563.94 471.13 65 . 2.00 25166 2565.94 471.33 66 . 3.00 25167 2568.94 472.11 67 . 2.00 25168 2570.94 472.55 68 . 3.00 25169 2573.94 472.67 69 . 4.99 25170 2578.93 473.33 70 TOE RB 0.7M 1.31 25171 2580.24 474.00 71 WL RB 0.90 25172 2581.14 474.27 72 . 0.50 25173 2581.64 475.09 73 NATURAL BOUNDARY 2.87 25174 2584.51 477.24 74 TOP 0.26 25175 2584.78 478.72 75 . 5.78 25176 2590.55 478.11 76 REBAR RB 4.38 25177 2594.94 478.15 77 TOE BANK 1.91 25178 2596.85 480.31 78 ON SLOPE 9.35 25179 2606.20 483.55 79 SPIKE TOP BANK 66.97 25180 2673.17 483.57 80 . 83.23 25181 2756.40 482.97 81 CL ROAD FLAT BULKLEY RIVER X/S 26 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 26100 0.00 478.00 1 DUMMY 2000.00 26101 2000.00 478.00 2 FLAT BEYOND 42.39 26102 2042.39 476.93 3 TOP 5.00 26103 2047.39 474.87 4 TOE 46.00 26104 2093.39 475.38 5 . 65.73 26105 2159.11 475.32 6 IN FIELD 37.37 26106 2196.49 475.75 7 BOLT LB 5.50 26107 2201.98 475.63 8 TOP 1.20 26108 2203.18 475.04 9 NATURAL BOUNDARY 0.20 26109 2203.38 474.47 10 WL LB 0.40 26110 2203.79 474.16 11 TOE 0.30M 2.10 26111 2205.88 473.25 12 . 1.50 26112 2207.38 473.25 13 . 1.00 26113 2208.38 472.95 14 . 2.50 26114 2210.88 472.85 15 . 2.50 26115 2213.38 473.25 16 . 5.00 26116 2218.38 473.53 17 . 5.00 26117 2223.38 473.53 18 . 5.00 26118 2228.38 473.53 19 . 5.00 26119 2233.38 473.53 20 . 5.00 26120 2238.38 473.49 21 . 5.00 26121 2243.38 473.46 22 . 5.00 26122 2248.38 473.43 23 . 5.00 26123 2253.38 473.40 24 . 5.00 26124 2258.38 473.40 25 . 5.00 26125 2263.38 473.25 26 . 5.00 26126 2268.38 473.19 27 . 5.00 26127 2273.38 473.07 28 . 5.00 26128 2278.38 472.89 29 . 5.00 26129 2283.38 472.76 30 . 5.00 26130 2288.38 472.67 31 . 5.00 26131 2293.38 472.64 32 . 5.00 26132 2298.38 472.40 33 . 5.00 26133 2303.38 472.37 34 . 5.00 26134 2308.38 472.34 35 . 5.00 26135 2313.38 471.76 36 . 1.00 26136 2314.38 471.70 37 . 4.00 26137 2318.38 472.03 38 . 5.00 26138 2323.38 472.46 39 . 5.00 26139 2328.38 472.34 40 . 2.00 26140 2330.38 472.64 41 . 1.00 26141 2331.38 472.60 42 . 2.00 26142 2333.38 472.61 43 . 1.00 26143 2334.38 473.25 44 . 1.50 26144 2335.88 473.34 45 . 3.90 26145 2339.79 474.63 46 WL RB 0.80 26146 2340.59 475.13 47 1979 HWM 1.70 26147 2342.29 476.21 48 . 0.08 26148 2342.37 476.99 49 . 0.99 26149 2343.36 477.26 50 . 0.49 26150 2343.85 477.74 51 . 4.92 26151 2348.76 479.68 52 TOP 0.64 26152 2349.41 479.81 53 REBAR RB 2.50 26153 2351.91 480.01 54 . 3.48 26154 2355.38 480.85 55 TOP 3.48 26155 2358.86 479.22 56 TOE 5.97 26156 2364.83 479.55 57 TOE 5.49 26157 2370.32 480.84 58 TOP 10.70 26158 2381.02 481.97 59 . 10.16 26159 2391.18 483.69 60 . 13.20 26160 2404.38 483.35 61 TOE SLOPE 8.75 26161 2413.13 485.63 62 ON SLOPE 16.87 26162 2430.00 490.83 63 TOP BULKLEY RIVER X/S 27 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 27101 0.00 478.35 1 DUMMY 2000.00 27102 2000.00 478.35 2 FLAT BEYOND 90.30 27103 2090.30 478.18 3 TOP 4.19 27104 2094.49 476.69 4 TOE 66.80 27105 2161.29 476.84 5 IN FIELD 64.30 27106 2225.59 477.23 6 BOLT LB 1.00 27107 2226.59 477.23 7 TOP BANK 1.90 27108 2228.49 476.12 8 TOE BANK 0.80 27109 2229.29 475.75 9 NATURAL BOUNDARY 1.50 27110 2230.79 475.28 10 WL LB 1.70 27111 2232.48 474.71 11 TOE 0.70M 0.80 27112 2233.29 474.52 12 . 2.50 27113 2235.79 474.12 13 . 5.00 27114 2240.79 473.85 14 . 5.00 27115 2245.79 473.85 15 . 5.00 27116 2250.79 473.76 16 . 5.00 27117 2255.79 473.66 17 . 5.00 27118 2260.79 473.59 18 . 5.00 27119 2265.79 473.66 19 . 5.00 27120 2270.79 473.66 20 . 5.00 27121 2275.79 473.70 21 . 5.00 27122 2280.79 473.73 22 . 5.00 27123 2285.79 473.76 23 . 5.00 27124 2290.79 473.76 24 . 5.00 27125 2295.79 473.78 25 . 5.00 27126 2300.79 473.73 26 . 5.00 27127 2305.79 473.70 27 . 5.00 27128 2310.79 473.66 28 . 5.00 27129 2315.79 473.45 29 . 5.00 27130 2320.79 473.56 30 . 2.00 27131 2322.79 473.70 31 . 2.00 27132 2324.79 473.57 32 . 1.00 27133 2325.79 473.70 33 . 3.00 27134 2328.79 473.97 34 . 2.00 27135 2330.79 473.79 35 . 2.50 27136 2333.29 473.70 36 . 2.50 27137 2335.79 473.85 37 . 5.00 27138 2340.79 473.76 38 . 5.00 27139 2345.79 473.82 39 . 5.00 27140 2350.79 473.91 40 . 5.00 27141 2355.79 474.03 41 . 5.00 27142 2360.79 474.05 42 . 3.00 27143 2363.79 474.06 43 . 2.00 27144 2365.79 474.03 44 . 2.50 27145 2368.29 473.71 45 . 2.50 27146 2370.79 473.76 46 . 2.50 27147 2373.29 473.66 47 . 2.50 27148 2375.79 473.97 48 . 2.16 27149 2377.95 474.53 49 0.90M TOE 1.53 27150 2379.48 475.46 50 WL RB 1.41 27151 2380.89 476.22 51 TOP 14.10 27152 2394.99 476.64 52 . 7.49 27153 2402.48 477.14 53 . 6.01 27154 2408.49 476.44 54 . 1.00 27155 2409.49 476.34 55 . 15.00 27156 2424.49 476.44 56 . 3.00 27157 2427.49 476.57 57 TOP 1.60 27158 2429.09 476.04 58 TOE 0.19M 6.40 27159 2435.49 475.99 59 0.2 1.00 27160 2436.49 475.80 60 0.4M 1.00 27161 2437.49 476.17 61 WL BEAVER POND 4.00 27162 2441.49 476.55 62 . 3.00 27163 2444.49 478.06 63 E.ROAD 3.99 27164 2448.48 478.00 64 E.ROAD TOE 2.97 27165 2451.45 478.79 65 . 5.87 27166 2457.32 483.08 66 TOP 1.10 27167 2458.42 483.14 67 REBAR RB 23.46 27168 2481.88 483.13 68 . 32.73 27169 2514.62 484.47 69 . BULKLEY RIVER X/S 28 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 28100 0.00 481.70 1 DUMMY 2000.00 28101 2000.00 481.70 2 FLAT BEYOND 24.69 28102 2024.69 482.14 3 TOP 14.24 28103 2038.93 478.38 4 TOE 38.80 28104 2077.73 478.84 5 TOP 54.70 28105 2132.43 478.25 6 . 52.20 28106 2184.63 479.06 7 . 17.40 28107 2202.03 479.38 8 BOLT LB 1.40 28108 2203.43 479.38 9 TOP BANK 3.88 28109 2207.31 476.40 10 NATURAL BOUNDARY 0.36 28110 2207.67 476.07 11 WL LB 1.70 28111 2209.38 475.26 12 TOE 0.80M 0.80 28112 2210.17 474.91 13 . 2.50 28113 2212.67 474.70 14 . 5.00 28114 2217.67 474.49 15 . 5.00 28115 2222.67 474.55 16 . 5.00 28116 2227.67 474.52 17 . 5.00 28117 2232.67 474.24 18 . 5.00 28118 2237.67 474.24 19 . 5.00 28119 2242.67 474.24 20 . 5.00 28120 2247.67 474.24 21 . 5.00 28121 2252.67 474.24 22 . 5.00 28122 2257.67 474.24 23 . 5.00 28123 2262.67 474.27 24 . 5.00 28124 2267.67 474.22 25 . 5.00 28125 2272.67 474.27 26 . 5.00 28126 2277.67 474.43 27 . 5.00 28127 2282.67 474.68 28 . 5.00 28128 2287.67 475.14 29 . 5.00 28129 2292.67 475.37 30 . 5.00 28130 2297.67 475.58 31 . 5.54 28131 2303.21 475.86 32 TOE 0.17M 0.60 28132 2303.81 476.00 33 WL RB 3.16 28133 2306.97 476.90 34 TRASH LINE 0.91 28134 2307.88 477.09 35 TOP 4.60 28135 2312.48 477.15 36 . 2.09 28136 2314.57 476.81 37 . 10.91 28137 2325.48 477.01 38 . 2.42 28138 2327.90 477.44 39 . 17.99 28139 2345.89 476.98 40 . 6.00 28140 2351.89 477.05 41 TOP OLD CHANNEL 0.20 28141 2352.09 476.42 42 SPIKE TOE OLD CH 6.10 28142 2358.18 477.01 43 . 5.19 28143 2363.37 476.96 44 TOP OLD CHANNEL 2.10 28144 2365.48 476.65 45 . 1.49 28145 2366.97 476.88 46 . 19.59 28146 2386.56 476.91 47 . 2.51 28147 2389.07 477.23 48 . 12.30 28148 2401.38 477.21 49 . 6.00 28149 2407.38 476.67 50 . 4.88 28150 2412.26 477.32 51 . 11.81 28151 2424.07 477.10 52 . 5.00 28152 2429.06 477.28 53 SPIKE 3.00 28153 2432.06 477.43 54 TOP BANK 1.00 28154 2433.06 476.72 55 TOE 1.20 28155 2434.26 476.32 56 WL LB BACKCHAN 1.20 28156 2435.46 475.78 57 TOE 0.55M 1.30 28157 2436.76 475.53 58 . 2.50 28158 2439.26 474.95 59 . 5.00 28159 2444.26 474.70 60 . 5.00 28160 2449.26 474.64 61 . 5.00 28161 2454.26 474.70 62 . 5.00 28162 2459.26 474.46 63 . 2.50 28163 2461.76 474.95 64 . 2.50 28164 2464.26 474.49 65 . 2.50 28165 2466.76 474.49 66 . 2.50 28166 2469.26 474.83 67 . 2.50 28167 2471.76 475.22 68 . 2.50 28168 2474.26 475.80 69 . 1.28 28169 2475.55 476.02 70 TOE RB 0.22 0.31 28170 2475.86 476.32 71 WL RB BACKCHAN 0.18 28171 2476.04 476.89 72 TOP BANK 1.91 28172 2477.96 477.29 73 . 1.90 28173 2479.86 477.31 74 TOE 1.40 28174 2481.26 478.41 75 ON SLOPE 6.64 28175 2487.90 482.57 76 ON SLOPE 4.32 28176 2492.22 486.45 77 REBAR RB 10.23 28177 2502.45 495.38 78 TOP FLAT BEYOND BULKLEY RIVER X/S 29 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 29101 0.00 483.04 1 DUMMY 2000.00 29102 2000.00 483.04 2 TOP FLAT BEYOND 20.93 29103 2020.93 479.59 3 TOE 48.45 29104 2069.38 479.39 4 . 68.10 29105 2137.48 479.04 5 . 48.88 29106 2186.35 479.35 6 TOP 12.60 29107 2198.95 478.03 7 BOLT LB 0.90 29108 2199.85 478.03 8 TOP BANK 1.50 29109 2201.35 477.15 9 TOE 2.00 29110 2203.35 476.75 10 NATURAL BOUNDARY 0.50 29111 2203.85 476.61 11 WL LB 0.50 29112 2204.34 476.24 12 TOE 0.38M 2.00 29113 2206.35 475.91 13 . 2.50 29114 2208.85 475.39 14 . 5.00 29115 2213.85 475.09 15 . 5.00 29116 2218.85 474.83 16 . 5.00 29117 2223.85 474.63 17 . 5.00 29118 2228.85 474.63 18 . 5.00 29119 2233.85 474.63 19 . 5.00 29120 2238.85 474.63 20 . 5.00 29121 2243.85 474.78 21 . 5.00 29122 2248.85 474.93 22 . 5.00 29123 2253.85 475.07 23 . 5.00 29124 2258.85 475.21 24 . 5.00 29125 2263.85 475.36 25 . 5.00 29126 2268.85 475.36 26 . 5.00 29127 2273.85 475.36 27 . 5.00 29128 2278.85 475.39 28 . 5.00 29129 2283.85 475.53 29 . 5.00 29130 2288.85 475.62 30 . 5.00 29131 2293.85 475.70 31 . 5.00 29132 2298.85 475.79 32 . 5.00 29133 2303.85 475.82 33 . 5.00 29134 2308.85 475.88 34 . 5.00 29135 2313.85 475.88 35 . 5.00 29136 2318.85 475.79 36 . 5.00 29137 2323.85 475.67 37 . 5.00 29138 2328.85 475.68 38 . 5.00 29139 2333.85 475.60 39 . 5.00 29140 2338.85 475.54 40 . 5.00 29141 2343.85 475.54 41 . 5.00 29142 2348.85 475.44 42 . 5.00 29143 2353.85 475.39 43 . 5.00 29144 2358.85 475.45 44 . 5.00 29145 2363.85 475.78 45 . 3.00 29146 2366.84 476.40 46 TOE RB 0.4 1.00 29147 2367.85 476.79 47 WL RB 0.20 29148 2368.05 477.38 48 TOP BANK 1.79 29149 2369.85 477.92 49 . 3.60 29150 2373.45 478.94 50 TOE HILL 9.18 29151 2382.62 484.20 51 ON SLOPE 2.81 29152 2385.43 486.58 52 . 3.62 29153 2389.04 490.08 53 TOP 1.99 29154 2391.04 490.21 54 REBAR RB 46.09 29155 2437.13 490.04 55 FLAT BEYOND BULKLEY RIVER X/S 66 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 66151 0.00 485.28 1 DUMMY 2000.00 66150 2000.00 485.28 2 TOP BANK FLAT 5.75 66149 2005.75 480.46 3 TOE BANK 32.90 66148 2038.65 480.55 4 IN FIELD 27.50 66147 2066.15 480.87 5 BOLT LB 0.40 66146 2066.55 480.63 6 TOP 0.20 66145 2066.75 479.59 7 NATURAL BOUNDARY 1.61 66144 2068.35 479.14 8 TOE BANK 4.22 66143 2072.57 478.37 9 . 2.81 66142 2075.38 477.94 10 WL LB 7.38 66141 2082.76 477.55 11 . 5.00 66140 2087.76 477.03 12 . 5.00 66139 2092.76 475.54 13 . 5.00 66138 2097.76 474.53 14 . 5.00 66137 2102.76 473.40 15 . 5.00 66136 2107.76 472.31 16 . 5.00 66135 2112.76 472.18 17 . 5.00 66134 2117.76 472.47 18 . 5.00 66133 2122.76 472.73 19 . 5.00 66132 2127.76 474.38 20 . 5.00 66131 2132.76 475.99 21 . 5.00 66130 2137.76 477.21 22 . 5.00 66129 2142.76 477.52 23 . 5.00 66128 2147.76 477.55 24 . 5.00 66127 2152.76 477.49 25 . 5.00 66126 2157.76 477.37 26 . 5.00 66125 2162.76 476.91 27 . 5.00 66124 2167.76 476.57 28 . 5.00 66123 2172.76 476.30 29 . 5.00 66122 2177.76 475.66 30 . 4.00 66121 2181.76 475.57 31 . 1.00 66120 2182.76 475.23 32 . 1.00 66119 2183.76 474.93 33 . 1.50 66118 2185.26 475.14 34 . 2.50 66117 2187.76 475.20 35 . 2.50 66116 2190.26 474.96 36 . 2.50 66115 2192.76 475.32 37 . 5.00 66114 2197.76 476.15 38 . 5.00 66113 2202.76 476.91 39 . 2.50 66112 2205.26 477.58 40 . 2.50 66111 2207.76 478.28 41 WL RB 5.79 66110 2213.55 479.20 42 NATURAL BOUNDARY 3.00 66109 2216.55 479.91 43 . 1.90 66108 2218.45 480.02 44 BOLT RB 18.50 66107 2236.94 480.00 45 TOP DITCH 3.90 66106 2240.85 479.66 46 C/L DITCH 7.00 66105 2247.84 480.57 47 TOP DITCH 52.40 66104 2300.25 480.37 48 . 22.79 66103 2323.04 481.14 49 . 41.00 66102 2364.04 480.77 50 . 9.49 66101 2373.52 481.68 51 TOP 50.99 66100 2424.52 481.03 52 . BULKLEY RIVER X/S 30 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 30148 0.00 485.43 1 DUMMY 2000.00 30147 2000.00 485.43 2 MILL YARD ROAD 87.21 30146 2087.21 485.94 3 TREE LINE 39.29 30145 2126.50 486.64 4 . 5.50 30144 2132.00 486.73 5 REBAR LB 2.85 30143 2134.85 486.70 6 TOP BANK 0.99 30142 2135.84 485.50 7 . 4.41 30141 2140.26 482.20 8 . 2.57 30140 2142.83 478.90 9 . 0.91 30139 2143.74 478.46 10 WL LB 1.01 30138 2144.75 477.95 11 TOE LB 0.5M 3.27 30137 2148.02 477.17 12 . 5.00 30136 2153.02 476.95 13 . 5.00 30135 2158.02 476.20 14 . 5.00 30134 2163.02 476.17 15 . 5.00 30133 2168.02 476.03 16 . 5.00 30132 2173.02 476.03 17 . 5.00 30131 2178.02 476.03 18 . 5.00 30130 2183.02 475.53 19 . 5.00 30129 2188.02 475.50 20 . 5.00 30128 2193.02 475.74 21 . 4.00 30127 2197.02 475.77 22 . 1.00 30126 2198.02 476.08 23 . 5.00 30125 2203.02 476.23 24 . 4.00 30124 2207.02 476.08 25 . 1.00 30123 2208.02 476.23 26 . 5.00 30122 2213.02 476.08 27 . 5.00 30121 2218.02 476.02 28 . 5.00 30120 2223.02 476.99 29 . 5.00 30119 2228.02 477.13 30 . 5.00 30118 2233.02 477.13 31 . 5.00 30117 2238.02 476.96 32 . 2.50 30116 2240.52 476.87 33 . 2.50 30115 2243.02 477.11 34 . 5.00 30114 2248.02 477.42 35 . 2.50 30113 2250.52 477.78 36 . 2.50 30112 2253.02 478.21 37 WL RB 3.20 30111 2256.22 478.82 38 TOE NATURAL BOUN 1.60 30110 2257.82 479.21 39 . 9.20 30109 2267.02 479.80 40 . 5.60 30108 2272.62 479.80 41 BOLT RB 36.50 30107 2309.12 479.50 42 EDGE ROAD 35.50 30106 2344.62 479.52 43 BUSH LINE TOP 9.60 30105 2354.22 478.69 44 C/L DITCH 22.50 30104 2376.72 480.92 45 TOP 34.00 30103 2410.71 480.92 46 TOP DITCH SPIKE 8.00 30102 2418.71 479.79 47 C/L DITCH 20.00 30101 2438.71 481.32 48 TOP DITCH 47.00 30100 2485.71 480.87 49 IN FIELD FLAT BULKLEY RIVER X/S 31 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 31100 0.00 487.45 1 DUMMY 2000.00 31101 2000.00 487.45 2 EDGE ROAD FLAT 7.81 31102 2007.81 487.33 3 EDGE ROAD 7.37 31103 2015.18 487.25 4 TOP BANK 5.97 31104 2021.15 483.66 5 TOE ROAD 5.09 31105 2026.24 483.16 6 TOE RR 1.00 31106 2027.24 483.52 7 EDGE RR 5.00 31107 2032.24 483.72 8 C/L TRACKS 5.10 31108 2037.34 483.35 9 BOLT LB 4.09 31109 2041.44 482.81 10 TOP BANK 2.21 31110 2043.64 480.57 11 NATURAL BOUNDARY 1.33 31111 2044.97 479.91 12 WL LB 2.50 31112 2047.47 479.00 13 . 2.50 31113 2049.97 478.63 14 . 5.00 31114 2054.97 478.45 15 . 5.00 31115 2059.97 478.39 16 . 5.00 31116 2064.97 478.39 17 . 5.00 31117 2069.97 478.33 18 . 5.00 31118 2074.97 478.33 19 . 5.00 31119 2079.97 478.54 20 . 5.00 31120 2084.97 478.81 21 . 5.00 31121 2089.97 478.93 22 . 5.00 31122 2094.97 478.90 23 . 5.00 31123 2099.97 479.00 24 . 5.00 31124 2104.97 479.30 25 . 5.00 31125 2109.97 479.36 26 . 5.00 31126 2114.97 479.24 27 . 5.00 31127 2119.97 478.48 28 . 5.00 31128 2124.97 478.39 29 . 5.00 31129 2129.97 478.05 30 . 5.00 31130 2134.97 477.62 31 . 5.00 31131 2139.97 477.50 32 . 5.00 31132 2144.97 477.44 33 . 5.00 31133 2149.97 477.41 34 . 5.00 31134 2154.97 477.44 35 . 5.00 31135 2159.97 477.23 36 . 5.00 31136 2164.97 477.14 37 . 5.00 31137 2169.97 477.35 38 . 5.00 31138 2174.97 477.81 39 . 5.00 31139 2179.97 478.63 40 . 5.00 31140 2184.97 479.48 41 . 2.79 31141 2187.76 479.87 42 WL RB 1.45 31142 2189.20 480.88 43 NATURAL BOUNDARY 1.03 31143 2190.23 481.79 44 TOP 4.71 31144 2194.94 481.78 45 REBAR RB 28.00 31145 2222.94 481.30 46 . 14.00 31146 2236.94 481.92 47 TOP 83.50 31147 2320.44 480.87 48 . 8.50 31148 2328.94 480.17 49 TOE 4.99 31149 2333.93 481.96 50 TOP 28.00 31150 2361.93 481.82 51 SPIKE TOP 14.50 31151 2376.43 480.82 52 TOE 15.00 31152 2391.43 481.68 53 . 95.49 31153 2486.93 481.79 54 TOE 29.41 31154 2516.33 480.79 55 . 18.60 31155 2534.93 482.01 56 TOP SPIKE 9.90 31156 2544.83 481.83 57 TOP 35.09 31157 2579.92 480.83 58 . 9.10 31158 2589.02 481.96 59 TOP 41.89 31159 2630.91 481.68 60 FENCELINE 45.02 31160 2675.93 481.30 61 SPIKE 44.20 31161 2720.13 481.64 62 . 35.80 31162 2755.93 481.18 63 SPIKE 11.27 31163 2767.19 481.64 64 SPIKE 39.98 31164 2807.18 481.05 65 . 29.09 31165 2836.27 481.41 66 . 53.11 31166 2889.38 481.73 67 . 65.98 31167 2955.35 481.21 68 TOE RISE 26.77 31168 2982.13 492.64 69 TOP FLAT BEYOND BULKLEY RIVER X/S 32 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 32156 0.00 488.28 1 DUMMY 2000.00 32155 2000.00 488.28 2 TOP BANK FLAT 8.68 32154 2008.68 485.19 3 TOE EDGE ROAD 8.85 32153 2017.54 485.16 4 TOP EDGE ROAD 8.51 32152 2026.05 481.48 5 TOE ROAD 4.00 32151 2030.05 481.19 6 TOE RR 4.00 32150 2034.04 483.29 7 TOP RR 4.50 32149 2038.54 483.55 8 C/L RR TRACKS 3.00 32148 2041.54 483.55 9 REBAR LB 2.09 32147 2043.64 483.23 10 TOP RR BED 2.10 32146 2045.74 482.36 11 TOE RR BED 3.14 32145 2048.88 481.70 12 TOP 2.14 32144 2051.02 480.07 13 WL LB BACKCHAN 0.01 32143 2051.03 479.92 14 TOE 4.05 32142 2055.08 479.27 15 . 5.00 32141 2060.08 479.05 16 . 5.00 32140 2065.08 478.81 17 . 5.00 32139 2070.08 478.56 18 . 2.50 32138 2072.58 478.38 19 . 2.50 32137 2075.08 478.20 20 . 5.00 32136 2080.08 478.38 21 . 5.00 32135 2085.08 478.75 22 . 5.00 32134 2090.08 478.84 23 . 2.50 32133 2092.58 479.19 24 . 1.80 32132 2094.38 479.61 25 TOE 0.50W 0.70 32131 2095.08 480.06 26 WL RB BACK C4 0.80 32130 2095.88 480.38 27 NATURAL BOUNDARY 5.00 32129 2100.88 481.13 28 SPIKE TOP N.BEY 12.50 32128 2113.38 481.26 29 . 21.10 32127 2134.48 481.11 30 . 13.80 32126 2148.29 480.90 31 NATURAL BOUNDARY 7.03 32125 2155.31 480.07 32 WL LB 2.48 32124 2157.79 479.78 33 . 5.00 32123 2162.79 479.41 34 . 5.00 32122 2167.79 478.47 35 . 5.00 32121 2172.79 477.83 36 . 5.00 32120 2177.79 477.49 37 . 5.00 32119 2182.79 477.43 38 . 5.00 32118 2187.79 477.25 39 . 5.00 32117 2192.79 477.16 40 . 5.00 32116 2197.79 476.97 41 . 5.00 32115 2202.79 477.13 42 . 5.00 32114 2207.79 477.61 43 . 5.00 32113 2212.79 478.07 44 . 5.00 32112 2217.79 478.71 45 . 2.50 32111 2220.29 479.05 46 . 2.50 32110 2222.79 479.96 47 WL RB 1.69 32109 2224.48 480.69 48 TOE 0.30 32108 2224.78 481.11 49 NATURAL BOUNDARY 0.70 32107 2225.48 481.80 50 TOP BANK 2.89 32106 2228.38 481.68 51 BOLT RB 33.00 32105 2261.38 481.25 52 . 17.10 32104 2278.48 482.19 53 TOP 33.00 32103 2311.48 482.06 54 . 14.50 32102 2325.98 481.04 55 TOE 34.00 32101 2359.98 481.98 56 . 93.50 32100 2453.48 482.07 57 . BULKLEY RIVER X/S 33 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 33178 0.00 484.76 1 DUMMY 2000.00 33177 2000.00 484.76 2 ON SLOPE 11.97 33176 2011.97 480.94 3 TOE BANK 26.96 33175 2038.93 481.88 4 FIELD 44.22 33174 2083.15 482.58 5 FENCELINE 8.60 33173 2091.75 482.94 6 EDGE ROAD 5.70 33172 2097.45 482.95 7 EDGE ROAD 12.19 33171 2109.64 483.17 8 TOE RR 1.11 33170 2110.75 483.46 9 TOP RR 5.80 33169 2116.54 483.91 10 C/L RR 4.50 33168 2121.04 483.56 11 TOP RR 1.70 33167 2122.74 483.06 12 TOE RR TRACKS 15.19 33166 2137.93 482.99 13 REBAR LB 2.30 33165 2140.23 482.93 14 TOP 1.20 33164 2141.43 482.26 15 TOE 6.50 33163 2147.93 481.52 16 . 3.50 33162 2151.44 481.40 17 NATURAL BOUNDARY 3.51 33161 2154.95 480.85 18 TRASH LINE 1.61 33160 2156.56 480.44 19 WL LB 0.11 33159 2156.66 480.21 20 TOE LB .24M 2.28 33158 2158.94 479.81 21 . 2.50 33157 2161.44 479.72 22 . 5.00 33156 2166.44 479.11 23 . 5.00 33155 2171.44 478.90 24 . 5.00 33154 2176.44 478.78 25 . 5.00 33153 2181.44 478.78 26 . 5.00 33152 2186.44 479.05 27 . 5.00 33151 2191.44 479.23 28 . 5.00 33150 2196.44 479.32 29 . 5.00 33149 2201.44 479.26 30 . 5.00 33148 2206.44 479.39 31 . 2.50 33147 2208.94 479.48 32 . 2.50 33146 2211.44 479.99 33 . 5.00 33145 2216.44 479.93 34 . 5.00 33144 2221.44 479.90 35 . 2.50 33143 2223.94 479.96 36 . 2.50 33142 2226.44 479.87 37 . 5.00 33141 2231.44 479.66 38 . 5.00 33140 2236.44 479.45 39 . 5.00 33139 2241.44 479.35 40 . 5.00 33138 2246.44 479.26 41 . 5.00 33137 2251.44 478.90 42 . 5.00 33136 2256.44 478.47 43 . 5.00 33135 2261.44 478.29 44 . 5.00 33134 2266.44 478.14 45 . 5.00 33133 2271.44 478.01 46 . 5.00 33132 2276.44 478.20 47 . 3.00 33131 2279.44 478.41 48 . 2.00 33130 2281.44 478.35 49 . 5.00 33129 2286.44 478.41 50 . 5.00 33128 2291.44 478.50 51 . 4.00 33127 2295.44 478.50 52 . 1.00 33126 2296.44 478.81 53 . 5.00 33125 2301.44 478.96 54 . 5.00 33124 2306.44 479.26 55 . 2.50 33123 2308.94 479.42 56 . 2.50 33122 2311.44 480.33 57 WL RB 2.70 33121 2314.13 481.34 58 TOE BANK 1.20 33120 2315.33 482.20 59 . 0.40 33119 2315.73 482.83 60 TOP BANK 2.60 33118 2318.33 482.79 61 BOLT RB 16.09 33117 2334.42 482.34 62 . 46.40 33116 2380.81 482.39 63 . 46.61 33115 2427.43 482.70 64 . 88.00 33114 2515.43 482.37 65 SPIKE 102.50 33113 2617.93 482.28 66 SPIKE 16.30 33112 2634.23 481.66 67 TOP DITCH 11.20 33111 2645.43 480.89 68 MIDDLE DITCH 10.70 33110 2656.13 482.28 69 TOP DITCH 35.30 33109 2691.43 482.38 70 SPIKE 58.00 33108 2749.43 482.50 71 SPIKE 38.80 33107 2788.22 482.01 72 SPIKE 39.23 33106 2827.46 482.14 73 SPIKE 33.98 33105 2861.44 482.01 74 SPIKE 48.20 33104 2909.64 482.32 75 . 31.20 33103 2940.83 482.51 76 SPIKE 26.56 33102 2967.40 482.65 77 C/L POWER LINE 124.19 33101 3091.58 487.71 78 TOE RISE 14.54 33100 3106.12 493.40 79 TOP RISING BYND BULKLEY RIVER X/S 34 PROJ#76FDC18 JUNE 20 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 34100 0.00 487.56 1 DUMMY 2000.00 34101 2000.00 487.56 2 ON SLOPE 7.47 34102 2007.47 484.77 3 TOE BANK 30.51 34103 2037.98 485.09 4 . 31.03 34104 2069.02 485.46 5 FENCELINE 6.49 34105 2075.51 484.39 6 TOE RR 3.00 34106 2078.51 485.93 7 TOP RR 5.39 34107 2083.89 486.35 8 C/L RR 2.20 34108 2086.10 486.23 9 TOP RR 4.06 34109 2090.16 484.84 10 TOE RR TRACKS 18.90 34110 2109.06 485.27 11 BOLT LB 2.70 34111 2111.76 484.61 12 TOE 4.70 34112 2116.46 484.65 13 TOP 1.50 34113 2117.96 483.86 14 TOE NAT BOUNDARY 6.30 34114 2124.26 483.27 15 WL LB 5.00 34115 2129.26 482.54 16 . 5.00 34116 2134.26 482.69 17 . 5.00 34117 2139.26 482.75 18 . 5.00 34118 2144.26 482.72 19 . 5.00 34119 2149.26 482.57 20 . 5.00 34120 2154.26 482.72 21 . 5.00 34121 2159.26 482.69 22 . 5.00 34122 2164.26 482.60 23 . 5.00 34123 2169.26 482.57 24 . 5.00 34124 2174.26 482.20 25 . 5.00 34125 2179.26 482.04 26 . 5.00 34126 2184.26 481.79 27 . 5.00 34127 2189.26 481.62 28 . 5.00 34128 2194.26 481.35 29 . 5.00 34129 2199.26 481.14 30 . 5.00 34130 2204.26 480.71 31 . 5.00 34131 2209.26 480.56 32 . 5.00 34132 2214.26 480.68 33 . 5.00 34133 2219.26 480.71 34 . 5.00 34134 2224.26 480.47 35 . 5.00 34135 2229.26 480.62 36 . 5.00 34136 2234.26 480.74 37 . 5.00 34137 2239.26 480.95 38 . 5.00 34138 2244.26 481.44 39 . 5.00 34139 2249.26 482.29 40 . 2.67 34140 2251.92 482.77 41 0.68M TOE 1.63 34141 2253.56 483.48 42 WL RB 0.40 34142 2253.95 483.56 43 TOE RB 0.09 34143 2254.05 484.10 44 NATURAL BOUNDARY 0.91 34144 2254.96 484.78 45 . 1.10 34145 2256.06 485.12 46 TOP 1.00 34146 2257.05 485.18 47 REBAR RB 25.50 34147 2282.55 484.75 48 . 11.80 34148 2294.35 484.76 49 . 7.40 34149 2301.75 484.39 50 . 8.28 34150 2310.03 484.64 51 . 18.01 34151 2328.04 484.53 52 . 7.01 34152 2335.05 485.39 53 . 44.70 34153 2379.75 485.42 54 FENCE LINE 22.49 34154 2402.24 484.99 55 . 14.30 34155 2416.55 484.96 56 SPIKE 13.00 34156 2429.55 485.56 57 . 26.30 34157 2455.84 485.85 58 . 35.20 34158 2491.04 485.43 59 . 18.50 34159 2509.55 485.38 60 . 31.80 34160 2541.35 485.29 61 . 35.20 34161 2576.54 485.40 62 TREE LINE 25.80 34162 2602.34 485.19 63 . 23.20 34163 2625.54 485.12 64 . 6.50 34164 2632.04 484.98 65 . 2.70 34165 2634.74 484.88 66 . 0.79 34166 2635.53 485.22 67 . 15.00 34167 2650.53 484.98 68 . 8.01 34168 2658.54 485.30 69 . 12.99 34169 2671.53 484.96 70 . 7.21 34170 2678.74 485.03 71 . 4.80 34171 2683.54 485.45 72 . 3.00 34172 2686.54 486.52 73 TOP SPIKE 6.90 34173 2693.44 486.84 74 . 16.90 34174 2710.34 486.83 75 FENCE LINE 21.60 34175 2731.94 486.74 76 FIELD 22.90 34176 2754.84 486.42 77 . 22.69 34177 2777.52 487.38 78 . 47.01 34178 2824.53 487.18 79 . 21.50 34179 2846.03 486.48 80 . 28.50 34180 2874.53 486.72 81 . 11.01 34181 2885.53 486.23 82 . 5.00 34182 2890.53 486.56 83 . 16.00 34183 2906.53 486.67 84 . 20.01 34184 2926.54 485.97 85 . 8.00 34185 2934.53 486.50 86 . 12.00 34186 2946.53 486.42 87 TOE STEEP RISE 17.76 34187 2964.29 494.46 88 TOP STEEP RISE 3.98 34188 2968.27 494.82 89 TOP BULKLEY RIVER X/S 35 PROJ#76FDC18 JUNE 20 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 35100 0.00 492.53 1 DUMMY 2000.00 35101 2000.00 492.53 2 ON SLOPE 22.65 35102 2022.65 484.97 3 TOE BANK 41.22 35103 2063.87 485.09 4 . 47.77 35104 2111.64 485.58 5 EDGE FIELD 50.31 35105 2161.95 486.55 6 TOE RR 1.40 35106 2163.35 487.29 7 TOP RR TRACKS 4.99 35107 2168.34 487.51 8 C/L RR TRACKS 3.60 35108 2171.94 487.22 9 BOLT LB 2.59 35109 2174.53 487.15 10 TOP 1.01 35110 2175.54 486.87 11 1979 HWM 0.48 35111 2176.02 485.94 12 TRASH LINE 1.40 35112 2177.42 485.06 13 WL LB 0.76 35113 2178.17 483.61 14 1.50M TOE 1.74 35114 2179.92 483.33 15 . 2.50 35115 2182.42 483.08 16 . 5.00 35116 2187.42 482.26 17 . 5.00 35117 2192.42 480.18 18 . 2.00 35118 2194.42 480.18 19 . 1.50 35119 2195.92 479.88 20 . 1.50 35120 2197.42 479.88 21 . 5.00 35121 2202.42 480.64 22 . 5.00 35122 2207.42 481.33 23 . 5.00 35123 2212.42 481.84 24 . 5.00 35124 2217.42 482.35 25 . 5.00 35125 2222.42 482.74 26 . 5.00 35126 2227.42 482.83 27 . 5.00 35127 2232.42 483.60 28 . 5.00 35128 2237.42 484.24 29 . 2.50 35129 2239.92 484.37 30 . 2.50 35130 2242.42 484.52 31 . 5.00 35131 2247.42 484.68 32 . 5.00 35132 2252.42 484.77 33 . 3.34 35133 2255.76 484.82 34 WL RB 5.91 35134 2261.67 484.87 35 . 7.95 35135 2269.62 485.93 36 TRASH LINE 9.21 35136 2278.83 486.29 37 TOP GRAVEL BAR 17.20 35137 2296.03 485.47 38 . 2.79 35138 2298.82 484.78 39 TOE 6.01 35139 2304.83 485.37 40 . 3.50 35140 2308.33 485.50 41 . 10.20 35141 2318.53 485.47 42 . 1.30 35142 2319.83 485.75 43 . 8.00 35143 2327.83 485.73 44 . 2.00 35144 2329.83 485.49 45 . 2.01 35145 2331.83 485.79 46 . 19.30 35146 2351.13 485.66 47 . 8.70 35147 2359.83 484.93 48 . 2.00 35148 2361.83 484.36 49 TOE BACKCHANNEL 1.80 35149 2363.63 484.29 50 C/L 0.1M 2.20 35150 2365.83 484.56 51 TOE 2.00 35151 2367.83 485.66 52 TOE 0.20 35152 2368.03 485.54 53 TOP 1.79 35153 2369.82 484.95 54 TOE CHANNEL 2.41 35154 2372.23 484.86 55 SPIKE 4.20 35155 2376.43 484.44 56 WL LB BACKCHAN 7.30 35156 2383.73 483.98 57 C/L CH 0.48M 4.00 35157 2387.73 484.18 58 TOE CH 0.28M 0.50 35158 2388.23 484.45 59 WL RB 0.10 35159 2388.33 484.57 60 TOP RB BACKCHAN 6.09 35160 2394.43 484.83 61 TOE 1.61 35161 2396.03 485.41 62 NATURAL BOUNDARY 0.80 35162 2396.83 485.77 63 TOP BANK 4.40 35163 2401.23 485.78 64 TOP 4.10 35164 2405.33 485.04 65 . 3.40 35165 2408.73 484.93 66 TOE 1.29 35166 2410.03 485.48 67 . 8.11 35167 2418.13 485.50 68 . 2.09 35168 2420.23 486.06 69 . 23.59 35169 2443.82 485.97 70 . 16.09 35170 2459.91 485.49 71 SPIKE 3.99 35171 2463.90 485.91 72 . 7.00 35172 2470.90 485.69 73 TOP BANK 0.81 35173 2471.71 484.77 74 TOE BACKCHANNEL 3.10 35174 2474.81 484.28 75 WL LEF 4.10 35175 2478.90 483.88 76 C/L 0.42M 2.00 35176 2480.90 483.88 77 TOE 0.42M 0.30 35177 2481.20 485.31 78 WL 0.20 35178 2481.40 484.98 79 TOP 4.80 35179 2486.20 485.59 80 . 9.19 35180 2495.39 485.32 81 . 3.51 35181 2498.90 485.54 82 TOP OLD CHANNEL 1.30 35182 2500.21 485.17 83 C/L 2.40 35183 2502.61 485.62 84 TOP 2.69 35184 2505.30 485.64 85 TOP 1.09 35185 2506.39 485.26 86 C/L OLD CHANNEL 3.91 35186 2510.30 485.55 87 . 2.39 35187 2512.69 486.12 88 . 19.20 35188 2531.89 486.15 89 . 17.61 35189 2549.50 485.95 90 . 6.40 35190 2555.90 485.86 91 . 1.00 35191 2556.90 485.51 92 . 6.50 35192 2563.39 485.78 93 . 18.70 35193 2582.09 485.95 94 . 8.60 35194 2590.69 485.50 95 . 5.10 35195 2595.80 485.89 96 TOE FIELD 4.09 35196 2599.88 487.26 97 REBAR RB TOP 28.80 35197 2628.68 486.89 98 FIELD 27.70 35198 2656.38 487.13 99 . 76.50 35199 2732.88 486.78 100 . 9.99 35200 2742.88 487.86 101 . 40.48 35201 2783.36 488.05 102 FENCELINE 2.51 35202 2785.86 487.75 103 E.DRIVEWAY 4.00 35203 2789.87 487.52 104 . 2.49 35204 2792.36 487.93 105 . 15.51 35205 2807.87 487.67 106 SPIKE 17.90 35206 2825.77 488.13 107 . 70.49 35207 2896.26 487.54 108 . 15.61 35208 2911.87 487.08 109 . 17.60 35209 2929.46 486.04 110 . 37.70 35210 2967.17 487.50 111 SPIKE 34.30 35211 3001.46 487.52 112 . 38.70 35212 3040.17 487.48 113 . 12.59 35213 3052.76 486.54 114 . 12.89 35214 3065.65 486.90 115 . 21.42 35215 3087.07 487.16 116 TOE HILL 2.10 35216 3089.16 487.82 117 . 11.72 35217 3100.88 493.30 118 ON SLOPE 3.79 35218 3104.67 494.76 119 FENCE LINE 1.17 35219 3105.85 495.05 120 TOP 18.63 35220 3124.48 495.06 121 FLAT BEYOND BULKLEY RIVER X/S 43 PROJ#76FDC18 JUNE 8 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 43224 0.00 496.37 1 DUMMY 2000.00 43223 2000.00 496.37 2 C/L RR SPIKE 4.20 43222 2004.20 495.76 3 . 5.78 43221 2009.98 493.17 4 TOE RR WL 1.00 43220 2010.97 492.52 5 TOE 0.52W 4.60 43219 2015.57 493.03 6 WL 9.00 43218 2024.57 493.28 7 RR R/W 36.50 43217 2061.07 493.40 8 . 25.60 43216 2086.68 493.22 9 . 13.00 43215 2099.67 492.94 10 WL 2.30 43214 2101.97 492.63 11 0.3W 4.20 43213 2106.17 492.92 12 WL 27.90 43212 2134.08 493.51 13 . 33.30 43211 2167.38 493.49 14 . 36.80 43210 2204.17 493.46 15 TOP 7.80 43209 2211.97 492.65 16 C/L DRY CHANNEL 21.00 43208 2232.97 494.14 17 REBAR LB BCHANNE 6.50 43207 2239.47 494.06 18 . 2.20 43206 2241.67 493.77 19 . 2.40 43205 2244.07 493.73 20 TOP LB 0.80 43204 2244.87 493.39 21 NATURAL BOUNDARY 0.10 43203 2244.97 492.95 22 WL LB 0.50 43202 2245.47 492.25 23 TOE LB 0.90 43201 2246.37 491.95 24 . 5.00 43200 2251.37 491.62 25 . 5.00 43199 2256.37 492.02 26 . 5.00 43198 2261.37 491.92 27 . 3.00 43197 2264.37 491.81 28 . 2.00 43196 2266.37 491.92 29 . 5.00 43195 2271.37 491.93 30 . 5.00 43194 2276.37 491.93 31 . 5.00 43193 2281.37 491.82 32 . 5.00 43192 2286.37 491.67 33 . 5.00 43191 2291.37 491.62 34 . 5.00 43190 2296.37 491.47 35 . 3.11 43189 2299.48 491.41 36 TOE RB 1.89 43188 2301.37 493.02 37 WL RB 1.10 43187 2302.47 493.55 38 TOP RB 14.00 43186 2316.47 493.39 39 . 1.30 43185 2317.77 493.06 40 . 2.70 43184 2320.47 493.34 41 . 22.20 43183 2342.67 493.23 42 . 2.10 43182 2344.77 492.87 43 TOP 0.20 43181 2344.97 492.21 44 TOE 2.00 43180 2346.97 491.84 45 C/L CHANNEL 0.42 4.00 43179 2350.97 491.69 46 TOE 0.57W 1.20 43178 2352.17 493.15 47 TOP 6.80 43177 2358.97 493.11 48 . 2.50 43176 2361.47 493.44 49 . 2.50 43175 2363.97 493.65 50 WOOD HUB 5.00 43174 2368.97 493.47 51 TOP 3.00 43173 2371.97 491.22 52 0.95W TOE 2.00 43172 2373.97 491.48 53 0.75W 4.00 43171 2377.97 491.89 54 0.34W 1.60 43170 2379.57 491.94 55 TOE 2.20 43169 2381.77 493.00 56 TOP 16.80 43168 2398.57 493.20 57 . 2.40 43167 2400.97 492.96 58 . 5.00 43166 2405.97 493.92 59 . 8.00 43165 2413.97 493.23 60 . 8.20 43164 2422.17 493.09 61 . 2.30 43163 2424.47 493.39 62 . 15.50 43162 2439.97 493.47 63 . 28.20 43161 2468.17 493.15 64 . 9.80 43160 2477.97 493.48 65 . 10.50 43159 2488.47 493.32 66 . 20.50 43158 2508.97 493.19 67 . 23.80 43157 2532.77 493.18 68 TOP 3.30 43156 2536.07 492.30 69 TOE 1.10 43155 2537.17 492.29 70 TOP 1.30 43154 2538.47 492.92 71 . 2.50 43153 2540.97 492.32 72 . 2.50 43152 2543.47 493.40 73 TOP 10.00 43151 2553.47 493.14 74 TOP 3.50 43150 2556.97 492.64 75 TOE 1.30 43149 2558.27 492.63 76 TOE 1.60 43148 2559.87 493.23 77 TOP 2.10 43147 2561.97 493.27 78 BOLT LB 2.50 43146 2564.47 493.23 79 TOP LB 0.76 43145 2565.23 491.99 80 WL LB 0.77 43144 2566.00 491.77 81 TOE 3.00 43143 2569.00 491.78 82 TOE 2.00 43142 2571.00 492.40 83 TOP 8.82 43141 2579.82 492.07 84 TOP 0.20 43140 2580.02 491.88 85 WL 1.01 43139 2581.03 491.61 86 . 5.99 43138 2587.02 491.39 87 . 1.99 43137 2589.01 491.87 88 . 6.79 43136 2595.80 492.29 89 . 6.49 43135 2602.28 493.04 90 . 7.72 43134 2610.00 493.06 91 . 27.03 43133 2637.03 493.06 92 . 13.98 43132 2651.01 492.69 93 . 8.47 43131 2659.49 493.23 94 . 8.09 43130 2667.57 492.21 95 . 6.64 43129 2674.21 492.03 96 WL LB CHANNEL 17.99 43128 2692.20 491.73 97 IN CHANNEL 6.99 43127 2699.19 492.03 98 WL RB CHANNEL 6.01 43126 2705.20 492.19 99 . 3.99 43125 2709.19 492.03 100 BAR 3.00 43124 2712.18 492.56 101 TOP BAR 3.10 43123 2715.29 492.58 102 GRAVEL BAR 4.79 43122 2720.08 492.10 103 WL LB MAIN 2.81 43121 2722.89 492.01 104 . 3.15 43120 2726.04 491.23 105 . 5.00 43119 2731.04 491.18 106 . 5.00 43118 2736.04 490.93 107 . 5.00 43117 2741.04 490.73 108 . 2.50 43116 2743.54 490.68 109 . 2.50 43115 2746.04 490.48 110 . 5.00 43114 2751.04 490.43 111 . 5.00 43113 2756.04 490.28 112 . 5.00 43112 2761.04 489.23 113 . 5.00 43111 2766.04 488.68 114 . 5.00 43110 2771.04 488.92 115 . 5.00 43109 2776.04 489.18 116 . 5.00 43108 2781.04 489.98 117 . 2.50 43107 2783.54 490.58 118 . 2.50 43106 2786.04 490.83 119 . 5.00 43105 2791.04 491.93 120 WL RB MAIN 1.37 43104 2792.41 492.70 121 NATURAL BOUNDARY 2.45 43103 2794.85 496.90 122 TOP 5.03 43102 2799.89 496.72 123 . 2.75 43101 2802.64 499.29 124 TOP RB 2.10 43100 2804.74 499.29 125 BOLT RB BULKLEY RIVER X/S 44 PROJ#76FDC18 JUNE 8 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 44232 0.00 496.61 1 DUMMY 2000.00 44231 2000.00 496.61 2 SPIKE CRWY 6.00 44230 2006.00 495.99 3 TOP RAIL BED 3.99 44229 2009.99 493.60 4 TOE R/R 5.00 44228 2014.99 493.38 5 TOE DITCH 2.00 44227 2016.99 494.07 6 TOP DITCH 7.00 44226 2023.99 494.13 7 . 14.00 44225 2037.99 494.15 8 . 34.50 44224 2072.49 494.39 9 . 28.50 44223 2100.99 494.41 10 . 16.01 44222 2117.00 494.27 11 . 19.50 44221 2136.50 494.39 12 . 16.50 44220 2152.99 494.06 13 . 3.70 44219 2156.69 494.46 14 . 17.80 44218 2174.49 494.64 15 . 23.00 44217 2197.49 494.83 16 TOP BANK 2.70 44216 2200.19 493.75 17 TOE 3.30 44215 2203.49 493.54 18 C/L DRY CHANNEL 6.51 44214 2210.00 494.34 19 . 9.49 44213 2219.49 494.17 20 . 4.30 44212 2223.79 493.86 21 . 2.20 44211 2225.99 494.03 22 . 3.60 44210 2229.59 493.77 23 . 7.39 44209 2236.99 493.86 24 SPIKE 5.40 44208 2242.39 493.91 25 . 17.80 44207 2260.19 494.19 26 . 5.00 44206 2265.19 493.79 27 . 6.20 44205 2271.39 494.02 28 . 3.00 44204 2274.39 493.76 29 . 17.70 44203 2292.09 494.12 30 BOLT LB 2.30 44202 2294.39 494.35 31 . 1.80 44201 2296.19 493.60 32 . 4.70 44200 2300.89 493.85 33 . 9.00 44199 2309.88 493.79 34 TOP LB 7.70 44198 2317.59 493.39 35 WL LB MAIN 1.80 44197 2319.39 492.77 36 TOE LB 5.70 44196 2325.08 492.51 37 . 5.00 44195 2330.08 492.24 38 . 5.00 44194 2335.08 491.99 39 . 5.00 44193 2340.08 491.51 40 . 2.50 44192 2342.58 491.31 41 . 2.50 44191 2345.08 491.33 42 . 3.00 44190 2348.08 491.51 43 . 2.00 44189 2350.08 491.76 44 . 2.50 44188 2352.58 491.86 45 . 2.50 44187 2355.08 491.71 46 . 3.00 44186 2358.08 490.98 47 . 2.00 44185 2360.08 490.48 48 . 2.50 44184 2362.58 490.24 49 . 2.50 44183 2365.08 490.16 50 . 5.00 44182 2370.08 490.63 51 . 2.00 44181 2372.08 490.81 52 . 3.00 44180 2375.08 490.86 53 . 5.00 44179 2380.08 490.97 54 . 5.00 44178 2385.08 491.06 55 . 5.00 44177 2390.08 491.01 56 . 5.00 44176 2395.08 490.91 57 . 5.00 44175 2400.08 490.91 58 . 5.00 44174 2405.08 491.14 59 . 5.00 44173 2410.08 491.36 60 . 5.00 44172 2415.08 491.66 61 . 5.00 44171 2420.08 491.78 62 . 5.00 44170 2425.08 492.06 63 . 5.00 44169 2430.08 492.21 64 . 5.00 44168 2435.08 492.21 65 . 5.00 44167 2440.08 492.51 66 . 5.00 44166 2445.08 493.26 67 WL RB 10.30 44165 2455.38 493.52 68 SPIKE RB MAIN 4.30 44164 2459.68 493.53 69 . 43.01 44163 2502.69 492.87 70 TOP 1.50 44162 2504.20 492.60 71 TOE STREAM 3.00 44161 2507.20 492.63 72 TOE 15.00 44160 2522.19 492.94 73 . 16.00 44159 2538.20 493.02 74 TOE 1.50 44158 2539.69 493.21 75 TOP 3.50 44157 2543.19 493.28 76 TOP 3.01 44156 2546.20 493.03 77 TOE 12.00 44155 2558.20 493.26 78 . 20.70 44154 2578.90 493.39 79 . 11.79 44153 2590.69 493.12 80 . 2.50 44152 2593.19 492.51 81 TOE 4.80 44151 2597.99 492.46 82 TOE 2.70 44150 2600.69 493.24 83 . 3.50 44149 2604.19 493.62 84 TRASH LINE 3.00 44148 2607.19 493.29 85 . 3.50 44147 2610.69 493.77 86 . 19.90 44146 2630.59 493.80 87 . 9.60 44145 2640.19 493.55 88 . 2.50 44144 2642.68 493.14 89 . 3.50 44143 2646.18 493.06 90 TOE 8.20 44142 2654.38 493.11 91 . 2.10 44141 2656.49 492.44 92 . 1.20 44140 2657.69 494.47 93 . 2.00 44139 2659.69 493.94 94 . 1.00 44138 2660.68 494.20 95 TOP 4.60 44137 2665.28 494.30 96 BOLT RB 17.90 44136 2683.18 494.12 97 . 7.50 44135 2690.68 494.18 98 . 15.50 44134 2706.17 493.87 99 TOP 1.50 44133 2707.67 493.41 100 . 1.30 44132 2708.97 493.38 101 WL TOP 0.70 44131 2709.67 492.72 102 0.70 W TOE 1.50 44130 2711.17 491.98 103 1.41 W C/L CHANN 2.00 44129 2713.17 492.30 104 1.14 W TOE 1.50 44128 2714.68 493.27 105 . 4.50 44127 2719.17 493.30 106 0.15 W 0.50 44126 2719.67 493.68 107 TOP 3.50 44125 2723.17 493.52 108 TOP 1.00 44124 2724.17 493.16 109 0.27 W TOE 3.00 44123 2727.18 493.21 110 0.23 W C/L CHANN 3.00 44122 2730.18 493.04 111 0.40 W TOE 1.00 44121 2731.18 493.37 112 . 3.00 44120 2734.18 493.60 113 TOP 8.50 44119 2742.68 493.54 114 0.17 W 4.70 44118 2747.38 493.88 115 TOE 9.30 44117 2756.68 493.96 116 . 19.50 44116 2776.18 494.15 117 . 10.00 44115 2786.18 493.75 118 0.21 W 10.60 44114 2796.78 493.40 119 SPIKE 2.90 44113 2799.68 492.99 120 . 10.00 44112 2809.68 493.07 121 0.45 W 3.50 44111 2813.18 492.66 122 0.77 W 2.00 44110 2815.18 492.25 123 1.18 W 5.50 44109 2820.68 492.17 124 1.26 W 6.50 44108 2827.18 492.94 125 0.50 W 17.30 44107 2844.47 493.12 126 0.32 W 4.70 44106 2849.17 492.44 127 0.99 W 2.70 44105 2851.88 492.67 128 0.70 W TOE 1.20 44104 2853.08 492.87 129 0.57 W 8.30 44103 2861.38 492.85 130 0.57 W 5.20 44102 2866.58 493.30 131 0.12 W 9.40 44101 2875.98 493.27 132 0.15 W 7.30 44100 2883.28 493.42 133 WL POND 7.40 44099 2890.68 493.34 134 0.05 6.70 44098 2897.38 492.52 135 0.10 8.50 44097 2905.88 492.19 136 0.97 W 5.50 44096 2911.38 492.70 137 0.75 W 1.70 44095 2913.08 492.50 138 1.00 W TOE 2.10 44094 2915.18 492.43 139 1.05 W 1.60 44093 2916.78 493.46 140 WL POND 1.40 44092 2918.17 494.22 141 TOP 5.98 44091 2924.15 494.78 142 . 13.07 44090 2937.23 496.36 143 SPIKE TOP BANK BULKLEY RIVER X/S 45 PROJ#76FDC18 JUNE 7 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 45218 0.00 496.05 1 DUMMY 2000.00 45217 2000.00 496.05 2 SPIKE @ XS-45&46 32.10 45216 2032.10 496.13 3 . 33.10 45215 2065.20 496.10 4 . 20.50 45214 2085.70 496.19 5 BOLT LB 12.00 45213 2097.70 496.15 6 TOP 1.51 45212 2099.21 495.60 7 NATURAL BOUNDARY 5.00 45211 2104.21 495.52 8 . 6.00 45210 2110.21 495.45 9 . 2.01 45209 2112.22 495.07 10 WL LB CHANNEL 1.82 45208 2114.04 494.55 11 TOE 0.52W 3.10 45207 2117.14 493.69 12 1.39W 20.68 45206 2137.82 493.98 13 1.08W 5.40 45205 2143.22 494.53 14 0.53W 5.81 45204 2149.03 494.70 15 0.30W 10.99 45203 2160.02 494.49 16 0.26W 5.61 45202 2165.62 494.24 17 0.22W 14.78 45201 2180.41 494.11 18 0.32W 5.09 45200 2185.50 494.20 19 TOE 0.25W 0.40 45199 2185.90 494.45 20 WL RB CHANNEL 1.20 45198 2187.10 494.87 21 TOE RB 0.20 45197 2187.30 495.75 22 NATURAL BOUNDARY 0.20 45196 2187.50 496.01 23 TOP RB 1.70 45195 2189.20 496.09 24 SPIKE 17.20 45194 2206.40 495.69 25 BANK 2.00 45193 2208.40 494.98 26 TOP BANK 1.00 45192 2209.40 493.86 27 TOE 0.29W 2.21 45191 2211.61 494.12 28 C/L CHANNEL 2.80 45190 2214.40 493.79 29 0.37W 1.80 45189 2216.20 494.00 30 TOE 0.16W 0.20 45188 2216.40 494.85 31 . 1.00 45187 2217.40 495.51 32 TOP BACK CHANNEL 17.00 45186 2234.40 495.48 33 . 20.50 45185 2254.90 495.05 34 . 4.50 45184 2259.40 495.25 35 . 6.50 45183 2265.90 495.97 36 TOP 18.50 45182 2284.40 495.82 37 . 13.00 45181 2297.40 495.72 38 REBAR 16.70 45180 2314.10 495.73 39 TOP CHANNEL 3.50 45179 2317.60 495.17 40 TOE 6.80 45178 2324.40 495.13 41 TOE 1.00 45177 2325.40 495.46 42 TOP OLD CHANNEL 13.00 45176 2338.40 495.50 43 . 14.50 45175 2352.90 495.46 44 . 21.50 45174 2374.40 495.60 45 BOLT LB 2.30 45173 2376.70 495.68 46 TOP BANK 0.50 45172 2377.19 494.81 47 WL LB CHANNEL 0.20 45171 2377.39 494.59 48 TOE LB 0.25W 1.20 45170 2378.59 494.02 49 . 2.50 45169 2381.09 493.91 50 . 2.50 45168 2383.59 493.55 51 . 2.50 45167 2386.09 492.99 52 . 2.50 45166 2388.59 493.07 53 . 5.00 45165 2393.59 493.57 54 . 2.50 45164 2396.09 493.62 55 . 2.50 45163 2398.59 493.42 56 . 5.00 45162 2403.59 493.55 57 . 5.00 45161 2408.59 493.82 58 . 5.00 45160 2413.59 493.75 59 . 5.00 45159 2418.59 493.94 60 . 5.00 45158 2423.59 493.87 61 . 5.00 45157 2428.59 493.84 62 . 5.00 45156 2433.59 493.97 63 . 5.00 45155 2438.59 493.97 64 . 5.00 45154 2443.59 494.27 65 . 5.00 45153 2448.59 494.82 66 WL RB CHANNEL 2.80 45152 2451.39 495.08 67 . 6.00 45151 2457.39 494.95 68 SPIKE ON ISLAND 7.90 45150 2465.29 494.84 69 TOP CHANNEL 4.40 45149 2469.69 494.43 70 TOE CHANNEL 3.60 45148 2473.30 494.75 71 C/L CHANNEL DRY 3.60 45147 2476.90 494.61 72 TOE 2.10 45146 2478.99 495.07 73 TOP DRY CHANNEL 4.30 45145 2483.29 495.38 74 . 13.40 45144 2496.69 495.54 75 . 10.00 45143 2506.70 495.21 76 1979 HWL 4.30 45142 2510.99 494.91 77 WL LB MAIN 5.70 45141 2516.69 494.26 78 . 5.00 45140 2521.69 494.53 79 . 5.00 45139 2526.69 494.70 80 . 5.00 45138 2531.69 494.00 81 . 5.00 45137 2536.69 493.85 82 . 5.00 45136 2541.69 493.80 83 . 2.50 45135 2544.19 493.75 84 . 2.50 45134 2546.69 493.85 85 . 5.00 45133 2551.69 493.80 86 . 5.00 45132 2556.69 493.62 87 . 5.00 45131 2561.69 493.38 88 . 5.00 45130 2566.69 493.10 89 . 2.50 45129 2569.19 492.35 90 . 2.50 45128 2571.69 492.10 91 . 2.50 45127 2574.19 492.05 92 . 2.50 45126 2576.69 492.09 93 . 5.00 45125 2581.69 492.15 94 . 5.00 45124 2586.69 492.07 95 . 2.50 45123 2589.19 492.10 96 . 2.50 45122 2591.69 492.32 97 . 2.50 45121 2594.19 492.45 98 . 2.50 45120 2596.69 492.48 99 . 5.00 45119 2601.69 492.80 100 . 4.30 45118 2605.99 493.51 101 1.34W TOE RB 0.70 45117 2606.69 494.85 102 WL RB MAIN 4.30 45116 2610.99 495.24 103 TOP RB 1.60 45115 2612.59 495.22 104 BOLT RB 17.90 45114 2630.49 495.27 105 TOP DRY CHANNEL 1.80 45113 2632.29 495.03 106 TOE 6.20 45112 2638.49 494.85 107 C/L 0.50 45111 2638.99 495.19 108 TOP DRY CHANNEL 11.50 45110 2650.49 495.01 109 . 13.00 45109 2663.49 495.03 110 . 32.00 45108 2695.49 495.06 111 TOP BANK 3.50 45107 2698.99 493.51 112 TOE CH 0.7W 4.50 45106 2703.49 493.12 113 C/L CH 0.9W 6.50 45105 2709.99 493.29 114 TOE CH 0.9W 0.50 45104 2710.49 494.43 115 TOP BANK 5.00 45103 2715.49 494.81 116 . 7.99 45102 2723.48 496.37 117 ON SLOPE 0.20 45101 2723.68 496.34 118 TOP 16.00 45100 2739.68 496.21 119 FIELD FLAT BEYON BULKLEY RIVER X/S 46 PROJ#76FDC18 JUNE 7 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 46248 0.00 499.25 1 DUMMY 2000.00 46247 2000.00 499.25 2 SPIKE C/L RR 7.97 46246 2007.97 498.62 3 TOP 4.27 46245 2012.24 495.58 4 TOE RAILROAD 9.90 46244 2022.14 495.23 5 . 3.30 46243 2025.44 495.57 6 . 2.70 46242 2028.14 495.24 7 . 5.30 46241 2033.44 495.23 8 . 2.20 46240 2035.64 495.62 9 . 6.30 46239 2041.94 495.55 10 . 2.00 46238 2043.94 495.81 11 . 13.40 46237 2057.34 495.66 12 . 28.60 46236 2085.94 495.95 13 . 31.10 46235 2117.04 495.74 14 . 2.40 46234 2119.44 495.36 15 TOE 4.70 46233 2124.14 495.28 16 TOE 0.80 46232 2124.94 495.63 17 TOP OLD CHANNEL 2.00 46231 2126.94 495.76 18 SPIKE 21.50 46230 2148.44 495.95 19 . 43.00 46229 2191.44 496.20 20 . 11.00 46228 2202.44 496.05 21 @ INT XS'S 45,46 23.70 46227 2226.14 496.04 22 . 8.60 46226 2234.74 496.22 23 . 16.20 46225 2250.94 496.15 24 TOP OLD CHANNEL 1.00 46224 2251.94 495.64 25 TOE 2.20 46223 2254.14 495.70 26 TOE 1.30 46222 2255.44 496.14 27 TOP 2.10 46221 2257.54 495.74 28 C/L OLD CHANNEL 1.80 46220 2259.34 496.09 29 TOP OLD CHANNEL 2.60 46219 2261.94 496.08 30 SPIKE 4.40 46218 2266.34 495.94 31 . 8.80 46217 2275.14 496.57 32 . 25.60 46216 2300.74 496.80 33 . 8.00 46215 2308.74 496.39 34 . 4.00 46214 2312.74 496.49 35 . 2.40 46213 2315.14 496.83 36 . 27.60 46212 2342.74 496.95 37 . 9.80 46211 2352.54 496.73 38 TOP BANK 1.43 46210 2353.97 495.25 39 WL LB CHANNEL 3.80 46209 2357.76 494.17 40 TOE 1.12W 14.00 46208 2371.76 494.47 41 0.80W 9.99 46207 2381.76 494.42 42 0.92W 7.19 46206 2388.95 495.31 43 WL RB CHANNEL 3.80 46205 2392.75 495.77 44 1979 HWL 1.50 46204 2394.25 495.89 45 . 1.50 46203 2395.75 496.35 46 TOP 5.00 46202 2400.75 496.52 47 . 6.00 46201 2406.74 496.32 48 TOP 10.01 46200 2416.75 496.55 49 NATURAL BOUNDARY 3.00 46199 2419.75 496.23 50 . 2.54 46198 2422.28 495.76 51 WL LB CHANNEL 7.51 46197 2429.80 495.16 52 0.68W 6.98 46196 2436.78 494.83 53 1.05W 3.99 46195 2440.77 494.72 54 1.18W 8.07 46194 2448.84 494.48 55 1.45W 8.49 46193 2457.33 493.84 56 2.00W 5.98 46192 2463.31 494.07 57 1.68W 5.63 46191 2468.94 495.29 58 0.68W 2.60 46190 2471.54 495.96 59 WL BAR 1.20 46189 2472.74 495.97 60 WL CHANNEL 5.20 46188 2477.94 495.58 61 TOE 0.30 46187 2478.24 497.44 62 . 0.50 46186 2478.74 497.23 63 TOP 2.00 46185 2480.74 497.23 64 BOLT LB 19.20 46184 2499.94 496.94 65 . 17.50 46183 2517.44 497.08 66 TOP 3.00 46182 2520.44 496.48 67 TOE 2.00 46181 2522.44 496.55 68 TOE 1.50 46180 2523.94 497.13 69 TOP OLD CHANNEL 25.80 46179 2549.74 497.52 70 . 12.20 46178 2561.94 497.39 71 SPIKE 11.40 46177 2573.33 496.97 72 . 12.00 46176 2585.33 496.60 73 TOP 0.20 46175 2585.53 496.25 74 TOE 0.19W 7.30 46174 2592.83 496.22 75 TOE CHANNEL 0.3 3.50 46173 2596.33 496.87 76 TOP 8.50 46172 2604.83 497.05 77 TOP 2.50 46171 2607.33 496.66 78 . 5.00 46170 2612.33 496.87 79 . 3.50 46169 2615.83 496.88 80 TOP 1.30 46168 2617.13 496.61 81 WL LB 4.20 46167 2621.34 496.25 82 0.37W 8.00 46166 2629.34 496.04 83 0.59W 3.00 46165 2632.34 495.72 84 0.93W 7.60 46164 2639.93 495.53 85 1.11W 1.40 46163 2641.33 495.90 86 TOE 0.75W 2.00 46162 2643.33 497.18 87 . 11.00 46161 2654.33 497.22 88 TOP 7.00 46160 2661.33 497.56 89 NATURAL BOUNDARY 2.82 46159 2664.15 496.93 90 WL LB MAIN 5.38 46158 2669.53 495.93 91 . 5.00 46157 2674.53 495.71 92 . 5.00 46156 2679.53 495.48 93 . 5.00 46155 2684.53 495.28 94 . 5.00 46154 2689.53 495.26 95 . 5.00 46153 2694.53 495.03 96 . 5.00 46152 2699.53 494.90 97 . 5.00 46151 2704.53 494.78 98 . 5.00 46150 2709.53 494.63 99 . 5.00 46149 2714.53 494.53 100 . 5.00 46148 2719.53 494.43 101 . 3.00 46147 2722.53 494.28 102 . 2.00 46146 2724.53 494.38 103 . 5.00 46145 2729.53 494.33 104 . 5.00 46144 2734.53 494.43 105 . 2.50 46143 2737.03 494.31 106 . 2.50 46142 2739.53 494.28 107 . 5.00 46141 2744.53 494.16 108 . 3.00 46140 2747.53 494.03 109 . 2.00 46139 2749.53 494.01 110 . 1.00 46138 2750.53 494.18 111 . 2.00 46137 2752.53 494.23 112 . 2.00 46136 2754.53 494.38 113 . 4.50 46135 2759.03 495.93 114 . 0.50 46134 2759.53 497.03 115 WL RB MAIN 1.00 46133 2760.53 497.76 116 TOP RB 1.90 46132 2762.43 497.65 117 BOLT RB 7.40 46131 2769.83 497.83 118 . 16.50 46130 2786.33 497.63 119 . 7.70 46129 2794.03 497.93 120 . 20.30 46128 2814.33 498.11 121 . 6.00 46127 2820.33 497.78 122 . 13.00 46126 2833.33 498.22 123 . 22.50 46125 2855.83 498.10 124 . 3.50 46124 2859.33 497.19 125 TOP 1.50 46123 2860.83 496.63 126 TOE 0.22W 3.50 46122 2864.33 496.15 127 0.72W 8.00 46121 2872.33 495.65 128 0.2 W 3.00 46120 2875.33 496.03 129 0.80W 5.00 46119 2880.33 496.79 130 0.05W 3.50 46118 2883.83 496.32 131 0.55W 23.50 46117 2907.33 496.30 132 0.55W 13.00 46116 2920.33 496.05 133 0.79W 14.00 46115 2934.33 496.26 134 0.60W 14.00 46114 2948.33 496.44 135 0.42W 14.00 46113 2962.33 496.86 136 WL SWAMP 18.00 46112 2980.33 497.06 137 TOP 4.00 46111 2984.33 496.86 138 WL SWAMP 10.00 46110 2994.33 496.65 139 0.24W 12.00 46109 3006.33 496.21 140 0.66W 5.00 46108 3011.33 496.69 141 TOE 0.24W 1.00 46107 3012.33 496.99 142 . 10.00 46106 3022.33 498.05 143 . 30.00 46105 3052.33 498.15 144 . 43.30 46104 3095.63 497.48 145 C/L DRY CHANNEL 3.50 46103 3099.13 496.67 146 FENCE LINE 6.00 46102 3105.13 497.56 147 TOE C/L DITCH 5.20 46101 3110.33 498.37 148 SOUTH E ROAD 13.00 46100 3123.33 499.31 149 NORTH E ROAD BULKLEY RIVER X/S 47 PROJ#76FDC18 JUNE 6 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 47171 0.00 505.22 1 DUMMY 2000.00 47170 2000.00 505.22 2 REBAR LB 3.09 47169 2003.09 505.14 3 TOP 3.59 47168 2006.68 502.60 4 ON SLOPE 5.23 47167 2011.91 499.11 5 TOE BANK 4.00 47166 2015.91 497.66 6 TRASH LINE 0.50 47165 2016.41 497.44 7 . 2.51 47164 2018.92 497.58 8 . 1.20 47163 2020.12 497.04 9 . 3.80 47162 2023.93 496.65 10 WL LB BACKCHAN 3.60 47161 2027.53 496.07 11 0.60W 3.40 47160 2030.93 495.76 12 0.89W 8.79 47159 2039.71 496.51 13 WL BACKCHANNEL 4.20 47158 2043.91 497.27 14 . 10.00 47157 2053.91 497.73 15 . 14.50 47156 2068.41 497.90 16 . 30.51 47155 2098.92 497.96 17 . 9.31 47154 2108.22 497.59 18 WL LB 3.90 47153 2112.12 497.19 19 0.41 M 95 ON CH 6.33 47152 2118.45 497.02 20 . 5.00 47151 2123.45 496.62 21 . 5.00 47150 2128.45 496.27 22 . 5.00 47149 2133.45 495.92 23 . 1.00 47148 2134.45 495.62 24 . 4.00 47147 2138.45 495.47 25 . 5.00 47146 2143.45 495.42 26 . 5.00 47145 2148.45 495.32 27 . 5.00 47144 2153.45 495.27 28 . 5.00 47143 2158.45 495.17 29 . 5.00 47142 2163.45 495.02 30 . 5.00 47141 2168.45 494.77 31 . 5.00 47140 2173.45 494.52 32 . 5.00 47139 2178.45 494.32 33 . 5.00 47138 2183.45 494.22 34 . 5.00 47137 2188.45 495.10 35 . 5.00 47136 2193.45 495.37 36 . 5.00 47135 2198.45 496.02 37 . 3.00 47134 2201.45 496.97 38 . 2.00 47133 2203.45 497.02 39 . 5.00 47132 2208.45 497.72 40 WL RB 2.56 47131 2211.01 498.18 41 TOE 0.90 47130 2211.91 498.57 42 TOP BANK NAT BDY 2.10 47129 2214.01 498.69 43 BOLT RB 9.60 47128 2223.61 498.56 44 FENCELINE 19.30 47127 2242.91 499.21 45 . 50.00 47126 2292.91 498.80 46 . 51.00 47125 2343.90 500.12 47 . 34.00 47124 2377.90 499.03 48 . 15.99 47123 2393.90 500.03 49 . 17.39 47122 2411.29 500.60 50 SPIKE 42.69 47121 2453.98 500.20 51 TOP DITCH 2.20 47120 2456.18 499.20 52 TOE 1.61 47119 2457.78 499.48 53 . 1.50 47118 2459.28 500.06 54 ROAD 5.00 47117 2464.29 500.27 55 C/L ROAD 6.00 47116 2470.29 500.01 56 ROAD 1.80 47115 2472.09 499.29 57 . 1.00 47114 2473.09 499.34 58 . 1.20 47113 2474.29 500.19 59 . 2.10 47112 2476.39 500.36 60 . 9.90 47111 2486.29 498.93 61 . 15.90 47110 2502.19 498.44 62 . 9.60 47109 2511.79 499.40 63 . 4.50 47108 2516.28 500.29 64 . 42.00 47107 2558.29 500.25 65 . 43.00 47106 2601.29 500.20 66 . 63.00 47105 2664.29 500.45 67 . 9.00 47104 2673.29 500.29 68 . 62.00 47103 2735.29 499.89 69 . 8.00 47102 2743.29 500.48 70 . 48.00 47101 2791.29 500.29 71 . 10.00 47100 2801.29 500.91 72 TREE LINE BASE H BULKLEY RIVER X/S 48 PROJ#76FDC18 JUNE 6 1979 STATI0N DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 48148 0.00 502.69 1 DUMMY 2000.00 48147 2000.00 502.69 2 C/L RAILROAD 8.00 48146 2008.00 502.16 3 TOE 5.99 48145 2013.99 502.29 4 . 12.99 48144 2026.98 502.28 5 . 23.00 48143 2049.98 502.61 6 . 9.03 48142 2059.01 502.71 7 . 10.21 48141 2069.22 502.82 8 . 8.27 48140 2077.49 502.90 9 BOLT LB 0.98 48139 2078.47 502.45 10 TOP SHELF 2.48 48138 2080.95 501.14 11 TOE 3.99 48137 2084.94 500.10 12 . 5.20 48136 2090.14 500.10 13 . 0.30 48135 2090.44 499.93 14 . 0.51 48134 2090.95 499.26 15 TOE NAT BOUNDRY 1.10 48133 2092.05 498.84 16 WL LB MAIN 2.92 48132 2094.98 497.84 17 . 4.00 48131 2098.98 497.29 18 . 1.00 48130 2099.98 496.52 19 . 3.00 48129 2102.98 496.44 20 . 2.00 48128 2104.98 496.24 21 . 5.00 48127 2109.98 496.24 22 . 5.00 48126 2114.98 496.44 23 . 5.00 48125 2119.98 496.54 24 . 5.00 48124 2124.98 496.62 25 . 5.00 48123 2129.98 496.82 26 . 5.00 48122 2134.98 496.84 27 . 5.00 48121 2139.98 496.89 28 . 5.00 48120 2144.98 496.89 29 . 5.00 48119 2149.98 496.84 30 . 5.00 48118 2154.98 496.82 31 . 5.00 48117 2159.98 496.82 32 . 5.00 48116 2164.98 496.82 33 . 5.00 48115 2169.98 496.82 34 . 5.00 48114 2174.98 496.84 35 . 5.00 48113 2179.98 496.87 36 . 5.00 48112 2184.98 497.09 37 . 2.50 48111 2187.48 497.59 38 . 2.50 48110 2189.98 497.67 39 . 5.00 48109 2194.98 498.84 40 WL RB MAIN 5.97 48108 2200.94 499.70 41 NATURAL BOUNDARY 1.90 48107 2202.84 499.94 42 BOLT RB 26.03 48106 2228.88 499.85 43 SPIKE 12.99 48105 2241.87 499.76 44 . 30.48 48104 2272.35 499.15 45 . 12.99 48103 2285.34 499.37 46 TOE 5.50 48102 2290.84 501.70 47 . 2.47 48101 2293.31 502.21 48 TOP 12.49 48100 2305.80 501.94 49 FLAT BEYOND BULKLEY RIVER X/S 71 PROJ#76FDC18 JUNE 19 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 71149 0.00 501.12 1 DUMMY 2000.00 71148 2000.00 501.12 2 REBAR LB 3.60 71147 2003.60 501.11 3 TOP 4.32 71146 2007.92 500.77 4 NATURAL BOUNDARY 0.12 71145 2008.04 500.49 5 TRASH LINE 2.61 71144 2010.65 499.32 6 WL BACKCHANNEL 0.99 71143 2011.63 498.78 7 TOE 3.21 71142 2014.84 497.93 8 . 5.00 71141 2019.84 497.75 9 . 5.00 71140 2024.84 497.84 10 . 5.00 71139 2029.84 498.02 11 . 5.00 71138 2034.84 498.32 12 . 2.50 71137 2037.34 498.42 13 . 2.50 71136 2039.84 498.63 14 . 2.50 71135 2042.34 498.69 15 . 2.34 71134 2044.68 498.83 16 TOE 0.16 71133 2044.84 499.33 17 WL BACKCHANNEL 0.75 71132 2045.60 500.14 18 TOP BANK 1.04 71131 2046.64 500.49 19 TOP 13.44 71130 2060.08 500.67 20 . 7.61 71129 2067.69 500.14 21 . 2.03 71128 2069.72 499.83 22 . 3.72 71127 2073.44 499.71 23 TOP 0.15 71126 2073.59 499.25 24 WL LB 1.16 71125 2074.75 498.76 25 TOE 2.16 71124 2076.91 498.41 26 . 2.50 71123 2079.41 497.70 27 . 5.00 71122 2084.41 497.13 28 . 5.00 71121 2089.41 497.00 29 . 5.00 71120 2094.41 496.91 30 . 5.00 71119 2099.41 496.88 31 . 5.00 71118 2104.41 496.88 32 . 5.00 71117 2109.41 496.97 33 . 5.00 71116 2114.41 497.13 34 . 5.00 71115 2119.41 497.22 35 . 5.00 71114 2124.41 497.43 36 . 5.00 71113 2129.41 497.52 37 . 5.00 71112 2134.41 497.55 38 . 5.00 71111 2139.41 497.67 39 . 5.00 71110 2144.41 497.80 40 . 2.50 71109 2146.91 498.42 41 . 2.50 71108 2149.41 499.32 42 WL RB 2.61 71107 2152.02 499.70 43 NATURAL BOUNDARY 6.31 71106 2158.33 500.62 44 . 7.93 71105 2166.26 501.29 45 TOE 3.26 71104 2169.52 503.19 46 TOP 3.00 71103 2172.51 503.47 47 TOE 1.10 71102 2173.61 504.36 48 BOLT RB TOP 51.17 71101 2224.79 504.16 49 . 29.51 71100 2254.29 504.86 50 C/L HWY 16 BULKLEY RIVER X/S 49 PROJ#76FDC18 JUNE 6 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 49161 0.00 504.26 1 DUMMY 2000.00 49160 2000.00 504.26 2 TOP R/R 2.00 49159 2002.00 503.23 3 ON SLOPE 3.00 49158 2004.99 501.93 4 TOE 2.00 49157 2006.99 501.25 5 . 11.00 49156 2017.99 501.37 6 . 11.00 49155 2028.99 502.19 7 . 21.99 49154 2050.99 502.44 8 . 22.50 49153 2073.49 502.73 9 . 22.99 49152 2096.48 502.13 10 . 17.19 49151 2113.67 501.97 11 . 15.50 49150 2129.17 501.62 12 BOLT LB 1.00 49149 2130.17 501.54 13 TOP 4.00 49148 2134.17 501.79 14 C 0.80 49147 2134.97 501.14 15 TOP DITCH 3.50 49146 2138.47 501.23 16 . 5.00 49145 2143.47 500.28 17 WL LB BACKCHAN 4.00 49144 2147.47 500.04 18 . 5.00 49143 2152.47 499.56 19 . 5.00 49142 2157.47 498.79 20 . 5.00 49141 2162.47 498.43 21 . 5.00 49140 2167.47 498.39 22 . 5.00 49139 2172.47 498.56 23 . 5.00 49138 2177.47 499.21 24 . 5.00 49137 2182.47 499.48 25 . 0.30 49136 2182.77 499.50 26 0.79W 2.20 49135 2184.97 500.11 27 . 2.50 49134 2187.47 500.31 28 WL RB BACKCHAN 2.30 49133 2189.77 500.45 29 TOE 1.20 49132 2190.97 501.01 30 . 2.00 49131 2192.97 501.00 31 SPIKE 12.30 49130 2205.27 501.53 32 NATURAL BOUNDARY 1.51 49129 2206.78 501.20 33 . 3.12 49128 2209.89 501.08 34 . 12.13 49127 2222.02 500.62 35 WL LB MAIN 5.80 49126 2227.82 500.26 36 0.37W 5.95 49125 2233.77 500.29 37 . 5.00 49124 2238.77 499.89 38 . 5.00 49123 2243.77 499.58 39 . 5.00 49122 2248.77 499.14 40 . 5.00 49121 2253.77 498.61 41 . 5.00 49120 2258.77 498.19 42 . 5.00 49119 2263.77 497.64 43 . 5.00 49118 2268.77 497.07 44 . 5.00 49117 2273.77 496.57 45 . 5.00 49116 2278.77 496.57 46 . 5.00 49115 2283.77 496.74 47 . 5.00 49114 2288.77 496.74 48 . 5.00 49113 2293.77 496.94 49 . 5.00 49112 2298.77 497.09 50 . 5.00 49111 2303.77 497.69 51 . 5.00 49110 2308.77 498.09 52 . 5.00 49109 2313.77 499.34 53 . 5.00 49108 2318.77 501.09 54 WL RB MAIN 0.70 49107 2319.47 501.42 55 NATURAL BOUNDARY 1.30 49106 2320.76 502.00 56 TOP RB 8.09 49105 2328.86 502.33 57 BOLT RB TOE 3.10 49104 2331.95 503.20 58 EDGE ROAD 4.50 49103 2336.45 503.29 59 C/L ROAD 4.09 49102 2340.55 503.18 60 . 3.20 49101 2343.74 502.61 61 TOE ROAD 6.50 49100 2350.24 503.05 62 TOE SLOPE BULKLEY RIVER X/S 50 PROJ#76FDC18 JUNE 6 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 50163 0.00 505.13 1 DUMMY 2000.00 50162 2000.00 505.13 2 TOP RAILWAY 5.00 50161 2005.00 504.81 3 TOE 1.60 50160 2006.59 505.28 4 . 10.00 50159 2016.59 505.33 5 . 10.75 50158 2027.34 505.13 6 TOP 4.79 50157 2032.13 501.84 7 TOE 3.30 50156 2035.43 502.70 8 CH 3.50 50155 2038.93 502.49 9 TOE CH 2.00 50154 2040.94 503.25 10 TOP CH 5.00 50153 2045.94 503.04 11 . 10.49 50152 2056.43 503.05 12 . 25.69 50151 2082.12 502.95 13 BOLT LB 5.10 50150 2087.22 502.69 14 TOP 1.50 50149 2088.72 502.10 15 TOE BENCH 8.20 50148 2096.92 501.76 16 TOP 0.81 50147 2097.73 501.03 17 WL LB CHANNEL 0.20 50146 2097.93 500.01 18 TOE 1.03W LB 1.00 50145 2098.93 499.40 19 1.62W 5.00 50144 2103.94 499.59 20 1.34W 4.99 50143 2108.93 499.98 21 1.05W 3.01 50142 2111.93 500.05 22 0.85W 18.79 50141 2130.72 500.48 23 0.67W 2.00 50140 2132.72 500.69 24 0.37W 0.40 50139 2133.12 500.90 25 WL RB CHANNEL 4.80 50138 2137.92 500.95 26 C/L BAR 5.20 50137 2143.12 500.72 27 TOE 2.00 50136 2145.12 500.65 28 TOE 0.30 50135 2145.42 500.94 29 TOP 1.00 50134 2146.42 502.30 30 . 3.30 50133 2149.71 501.61 31 . 1.20 50132 2150.91 501.61 32 REBAR LB 9.30 50131 2160.21 501.83 33 . 3.21 50130 2163.42 501.59 34 . 5.00 50129 2168.42 501.79 35 . 7.00 50128 2175.41 502.00 36 TOP 1.01 50127 2176.42 501.65 37 TOE 2.00 50126 2178.42 501.68 38 TOE 1.20 50125 2179.62 501.87 39 TOP LB 2.81 50124 2182.42 501.60 40 C/L CHANNEL 2.09 50123 2184.52 501.98 41 TOP RB CHANNEL 14.10 50122 2198.62 502.07 42 . 24.11 50121 2222.73 502.28 43 TOP LB 0.21 50120 2222.93 501.98 44 NATURAL BOUNDARY 0.78 50119 2223.72 501.37 45 WL LB MAIN 5.23 50118 2228.95 500.03 46 . 5.00 50117 2233.95 499.58 47 . 5.00 50116 2238.95 499.13 48 . 5.00 50115 2243.95 499.08 49 . 5.00 50114 2248.95 499.13 50 . 5.00 50113 2253.95 499.28 51 . 5.00 50112 2258.95 499.48 52 . 5.00 50111 2263.95 499.55 53 . 5.00 50110 2268.95 499.55 54 . 5.00 50109 2273.95 499.55 55 . 5.00 50108 2278.95 499.33 56 . 5.00 50107 2283.95 499.48 57 . 5.00 50106 2288.95 499.48 58 . 5.00 50105 2293.95 499.56 59 . 5.00 50104 2298.95 499.83 60 . 5.00 50103 2303.95 501.58 61 WL RB MAIN 0.46 50102 2304.41 501.71 62 NATURAL BOUNDARY 2.08 50101 2306.49 503.94 63 TOP RB 1.80 50100 2308.29 503.94 64 BOLT RB BULKLEY RIVER X/S 51 PROJ#76FDC18 JUNE 7 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 51147 0.00 509.09 1 DUMMY 2000.00 51146 2000.00 509.09 2 REBAR LB 4.69 51145 2004.69 506.13 3 TOE EMBANKMENT 10.68 51144 2015.37 506.22 4 C/L RAILROAD 3.10 51143 2018.47 505.94 5 TOP 1.20 51142 2019.67 505.43 6 TOE 2.19 51141 2021.86 505.03 7 TOP BANK 3.20 51140 2025.06 502.86 8 NATURAL BOUNDARY 1.10 51139 2026.16 502.65 9 1979 HWL 1.40 51138 2027.56 502.17 10 WL LB 2.30 51137 2029.86 501.39 11 . 2.50 51136 2032.36 500.96 12 . 5.00 51135 2037.36 501.34 13 . 5.00 51134 2042.36 501.59 14 . 5.00 51133 2047.36 501.93 15 . 5.00 51132 2052.36 501.40 16 . 5.00 51131 2057.36 501.93 17 . 5.00 51130 2062.36 501.18 18 . 5.00 51129 2067.36 500.83 19 . 5.00 51128 2072.36 500.68 20 . 5.00 51127 2077.36 500.43 21 . 5.00 51126 2082.36 500.43 22 . 5.00 51125 2087.36 500.23 23 . 5.00 51124 2092.36 500.18 24 . 5.00 51123 2097.36 500.18 25 . 5.00 51122 2102.36 500.08 26 . 2.50 51121 2104.86 499.93 27 . 2.50 51120 2107.36 500.08 28 . 4.00 51119 2111.36 499.88 29 . 1.00 51118 2112.36 499.88 30 . 3.00 51117 2115.36 499.88 31 . 2.00 51116 2117.36 499.68 32 . 5.00 51115 2122.36 499.66 33 . 3.00 51114 2125.36 499.59 34 . 2.00 51113 2127.36 499.78 35 . 2.00 51112 2129.36 499.59 36 . 3.00 51111 2132.36 500.15 37 . 1.50 51110 2133.86 499.88 38 . 3.50 51109 2137.36 499.93 39 . 5.00 51108 2142.36 500.09 40 . 5.00 51107 2147.36 500.33 41 . 5.00 51106 2152.36 500.68 42 . 2.51 51105 2154.87 501.35 43 0.87W 2.49 51104 2157.36 502.18 44 WL RB 1.90 51103 2159.26 502.82 45 TOE 0.10 51102 2159.36 502.99 46 NATURAL BOUNDARY 0.80 51101 2160.16 503.54 47 TOP 7.09 51100 2167.25 503.62 48 BOLT RB BULKLEY RIVER X/S 52 PROJ#76FDC18 JUNE 6 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 52138 0.00 512.95 1 DUMMY 2000.00 52137 2000.00 512.95 2 TOP BANK DROP BY 5.43 52136 2005.43 509.98 3 . 4.78 52135 2010.21 509.87 4 BOLT LB 1.96 52134 2012.17 509.64 5 . 2.12 52133 2014.30 508.63 6 ON SLOPE 1.85 52132 2016.15 505.23 7 . 2.01 52131 2018.16 503.74 8 NATURAL BOUNDARY 2.00 52130 2020.16 503.01 9 ON SLOPE 2.01 52129 2022.17 502.61 10 WL LB 1.02 52128 2023.19 502.01 11 TOE LB 0.6W 3.66 52127 2026.85 502.16 12 . 5.00 52126 2031.85 501.20 13 . 5.00 52125 2036.85 500.31 14 . 2.00 52124 2038.85 499.61 15 . 1.50 52123 2040.35 500.11 16 . 1.50 52122 2041.85 499.31 17 . 1.50 52121 2043.35 499.41 18 . 3.50 52120 2046.85 498.96 19 . 5.00 52119 2051.85 498.33 20 . 5.00 52118 2056.85 497.91 21 . 3.00 52117 2059.85 497.56 22 . 2.00 52116 2061.85 497.56 23 . 2.00 52115 2063.85 497.56 24 . 3.00 52114 2066.85 499.31 25 . 5.00 52113 2071.85 500.46 26 . 1.00 52112 2072.85 500.76 27 . 1.00 52111 2073.85 500.36 28 . 3.00 52110 2076.85 500.81 29 . 4.00 52109 2080.85 498.73 30 . 1.00 52108 2081.85 498.73 31 . 1.00 52107 2082.85 498.73 32 . 4.00 52106 2086.85 499.12 33 . 2.50 52105 2089.35 499.20 34 . 2.50 52104 2091.85 500.11 35 . 5.00 52103 2096.85 502.71 36 WL RB 2.70 52102 2099.55 503.22 37 . 3.09 52101 2102.65 503.28 38 NATURAL BOUNDARY 11.40 52100 2114.04 503.92 39 BOLT RB BULKLEY RIVER X/S 53 PROJ#76FDC18 JUNE 6 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 53139 0.00 513.66 1 DUMMY 2000.00 53138 2000.00 513.66 2 TOP ROCK 3.46 53137 2003.46 509.64 3 ON SLOPE 5.49 53136 2008.95 507.80 4 EDGE ROAD TOE 15.00 53135 2023.95 507.38 5 EDGE ROAD 5.30 53134 2029.25 507.37 6 REBAR LB 2.80 53133 2032.05 507.53 7 TOP ABUTMENT 0.48 53132 2032.54 502.86 8 WL LB WINGWALL 3.82 53131 2036.36 501.51 9 . 1.00 53130 2037.36 500.71 10 . 1.00 53129 2038.36 501.21 11 . 1.00 53128 2039.36 498.71 12 . 2.00 53127 2041.36 496.41 13 . 1.00 53126 2042.36 494.71 14 . 2.50 53125 2044.86 494.91 15 . 1.50 53124 2046.36 495.41 16 . 0.50 53123 2046.86 494.83 17 . 1.00 53122 2047.86 495.41 18 . 3.50 53121 2051.36 495.96 19 . 1.00 53120 2052.36 496.21 20 . 1.00 53119 2053.36 496.11 21 . 3.00 53118 2056.36 497.31 22 . 3.00 53117 2059.36 497.96 23 . 2.00 53116 2061.36 498.36 24 . 2.50 53115 2063.86 497.73 25 . 2.50 53114 2066.36 498.81 26 . 1.00 53113 2067.36 499.73 27 . 1.00 53112 2068.36 500.11 28 . 3.00 53111 2071.36 500.51 29 . 3.00 53110 2074.36 501.31 30 . 2.00 53109 2076.36 501.41 31 . 5.00 53108 2081.36 502.71 32 WL RB 2.00 53107 2083.36 503.85 33 NATURAL BOUNDARY 2.60 53106 2085.96 505.53 34 TOP RB 2.39 53105 2088.35 506.16 35 BASE ABUTMENT 0.10 53104 2088.45 507.55 36 TOP ABUTMENT 4.10 53103 2092.55 507.59 37 BOLT RB 1.70 53102 2094.25 507.59 38 TOP EDGE ROAD 1.69 53101 2095.94 507.03 39 DIRT ROAD 3.70 53100 2099.65 507.11 40 TOE CLIFF BULKLEY RIVER X/S 54 PROJ#76FDC18 JUNE 6 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 54100 0.00 513.48 1 DUMMY 2000.00 54101 2000.00 513.48 2 TOP BANK 6.58 54102 2006.58 511.05 3 TOE 13.00 54103 2019.59 511.15 4 . 4.22 54104 2023.81 509.31 5 TOE BANK 3.80 54105 2027.61 509.12 6 . 8.39 54106 2036.00 509.79 7 TOP 6.89 54107 2042.89 509.74 8 C/L ROAD 11.89 54108 2054.78 510.22 9 . 8.69 54109 2063.48 510.02 10 BOLT LB 3.00 54110 2066.48 510.02 11 TOP LB 3.39 54111 2069.87 508.16 12 . 5.22 54112 2075.08 506.33 13 . 4.11 54113 2079.19 505.51 14 . 2.04 54114 2081.23 503.77 15 NATURAL BOUNDARY 0.14 54115 2081.37 503.44 16 WL LB 0.09 54116 2081.47 503.12 17 0.3W 4.91 54117 2086.37 501.69 18 . 5.00 54118 2091.37 501.19 19 . 5.00 54119 2096.37 501.34 20 . 5.00 54120 2101.37 501.34 21 . 5.00 54121 2106.37 500.94 22 . 5.00 54122 2111.37 501.14 23 . 5.00 54123 2116.37 501.34 24 . 5.00 54124 2121.37 501.19 25 . 5.00 54125 2126.37 501.14 26 . 5.00 54126 2131.37 501.04 27 . 5.00 54127 2136.37 500.99 28 . 5.00 54128 2141.37 500.94 29 . 5.00 54129 2146.37 500.74 30 . 5.00 54130 2151.37 500.84 31 . 5.00 54131 2156.37 501.09 32 . 5.00 54132 2161.37 501.49 33 . 5.00 54133 2166.37 502.04 34 . 3.40 54134 2169.78 503.38 35 WL RB 1.25 54135 2171.03 504.24 36 VEG LINE 2.24 54136 2173.27 506.76 37 ON SLOPE 4.61 54137 2177.88 510.28 38 TOP BANK 2.70 54138 2180.58 510.28 39 SPIKE 5.30 54139 2185.88 510.24 40 ON SLOPE RISING BULKLEY RIVER X/S 55 PROJ#76FDC18 JUNE 6 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 55100 0.00 520.76 1 DUMMY 2000.00 55101 2000.00 520.76 2 TOP EDGE ROAD 7.15 55102 2007.15 515.53 3 . 5.24 55103 2012.39 513.94 4 . 4.63 55104 2017.02 509.97 5 TOE EDGE RR 14.42 55105 2031.44 510.13 6 TOE EDGE RR 4.18 55106 2035.62 512.26 7 TOP EDGE 23.69 55107 2059.31 512.50 8 . 10.99 55108 2070.30 512.40 9 . 9.08 55109 2079.38 513.11 10 BOLT LB 2.10 55110 2081.48 513.11 11 TOP HOGS FILL 5.10 55111 2086.58 509.05 12 ON SLOPE 6.73 55112 2093.31 504.85 13 NATURAL BOUNDARY 1.51 55113 2094.83 503.98 14 WL LB 5.00 55114 2099.83 503.28 15 . 5.00 55115 2104.83 502.01 16 . 5.00 55116 2109.83 502.23 17 . 5.00 55117 2114.83 502.28 18 . 5.00 55118 2119.83 502.28 19 . 5.00 55119 2124.83 502.26 20 . 5.00 55120 2129.83 502.19 21 . 5.00 55121 2134.83 502.16 22 . 5.00 55122 2139.83 501.98 23 . 5.00 55123 2144.83 501.98 24 . 5.00 55124 2149.83 501.98 25 . 5.00 55125 2154.83 501.98 26 . 5.00 55126 2159.83 501.98 27 . 5.00 55127 2164.83 501.98 28 . 5.00 55128 2169.83 501.91 29 . 5.00 55129 2174.83 501.98 30 . 5.00 55130 2179.83 501.88 31 . 5.00 55131 2184.83 502.48 32 . 5.00 55132 2189.83 502.78 33 . 5.00 55133 2194.83 503.13 34 . 5.00 55134 2199.83 503.00 35 . 5.00 55135 2204.83 502.78 36 . 5.00 55136 2209.83 502.43 37 . 5.00 55137 2214.83 502.33 38 . 6.87 55138 2221.70 503.99 39 WL RB 1.11 55139 2222.81 504.38 40 TOE 0.58 55140 2223.39 505.10 41 VEG LINE 2.70 55141 2226.09 507.27 42 . 0.21 55142 2226.30 508.75 43 . 2.94 55143 2229.24 511.01 44 ON SLOPE 4.05 55144 2233.28 513.28 45 TOP BANK 2.00 55145 2235.28 513.22 46 REBAR RB 4.00 55146 2239.28 513.09 47 TOE BANK 3.87 55147 2243.15 517.64 48 TOP BANK BULKLEY RIVER X/S 56 PROJ#76FDC18 JUNE 6 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 56100 0.00 522.21 1 DUMMY 2000.00 56101 2000.00 522.21 2 TOP BANK 13.75 56102 2013.75 515.67 3 . 3.84 56103 2017.59 511.33 4 TOE BANK 4.38 56104 2021.97 511.24 5 TOE RAILROAD 1.69 56105 2023.65 512.01 6 . 1.79 56106 2025.44 512.11 7 EDGE TRACKS 2.10 56107 2027.54 512.11 8 BOLT LB 2.30 56108 2029.84 512.11 9 . 3.50 56109 2033.35 509.62 10 ON SLOPE 4.74 56110 2038.09 506.48 11 TOE 5.55 56111 2043.63 506.76 12 TOP LB 0.79 56112 2044.43 506.22 13 NATURAL BOUNDARY 1.94 56113 2046.37 504.92 14 WL LB 5.00 56114 2051.37 502.72 15 . 5.00 56115 2056.37 502.27 16 . 5.00 56116 2061.37 502.42 17 . 5.00 56117 2066.37 501.62 18 . 5.00 56118 2071.37 501.42 19 . 5.00 56119 2076.37 501.92 20 . 5.00 56120 2081.37 502.12 21 . 5.00 56121 2086.37 502.17 22 . 5.00 56122 2091.37 502.32 23 . 5.00 56123 2096.37 502.42 24 . 5.00 56124 2101.37 502.52 25 . 5.00 56125 2106.37 502.72 26 . 5.00 56126 2111.37 503.02 27 . 5.00 56127 2116.37 503.32 28 . 5.00 56128 2121.37 503.52 29 . 4.07 56129 2125.44 504.85 30 WL RB 0.18 56130 2125.62 505.22 31 TOP RB 5.54 56131 2131.15 505.91 32 . 1.91 56132 2133.07 505.96 33 REBAR RB 33.14 56133 2166.21 504.35 34 . 10.07 56134 2176.27 504.97 35 WL SWAMP 0.80 56135 2177.07 504.73 36 TOE BANK 3.10 56136 2180.17 504.47 37 0.55W 2.99 56137 2183.16 504.66 38 TOE 0.43W 2.60 56138 2185.76 504.99 39 WL SWAMP 2.47 56139 2188.23 505.53 40 . 1.50 56140 2189.73 506.32 41 . 9.60 56141 2199.33 507.88 42 ON SLOPE 22.10 56142 2221.43 510.47 43 ON SLOPE 100.02 56143 2321.44 511.55 44 . 33.82 56144 2355.26 520.00 45 ON SLOPE BULKLEY RIVER X/S 57 PROJ#76FDC18 JUNE 5 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 57100 0.00 518.49 1 DUMMY 2000.00 57101 2000.00 518.49 2 TOP BANK 6.88 57102 2006.88 515.75 3 TOE BANK 48.88 57103 2055.76 513.66 4 RR TRACKS 46.91 57104 2102.67 513.26 5 . 35.93 57105 2138.61 512.59 6 . 26.90 57106 2165.51 510.70 7 . 18.38 57107 2183.89 509.63 8 . 12.19 57108 2196.08 509.85 9 . 14.17 57109 2210.25 509.27 10 . 15.00 57110 2225.25 508.30 11 . 11.40 57111 2236.64 508.40 12 BOLT LB 9.90 57112 2246.54 507.02 13 TOP 3.44 57113 2249.99 505.72 14 WL LB 5.00 57114 2254.99 504.97 15 . 5.00 57115 2259.99 504.92 16 . 5.00 57116 2264.99 504.52 17 . 5.00 57117 2269.99 503.97 18 . 5.00 57118 2274.99 503.92 19 . 5.00 57119 2279.99 503.92 20 . 5.00 57120 2284.99 503.77 21 . 5.00 57121 2289.99 503.62 22 . 5.00 57122 2294.99 503.62 23 . 5.00 57123 2299.99 503.52 24 . 5.00 57124 2304.99 503.32 25 . 5.00 57125 2309.99 503.27 26 . 5.00 57126 2314.99 503.22 27 . 5.00 57127 2319.99 503.22 28 . 5.00 57128 2324.99 503.22 29 . 5.00 57129 2329.99 503.37 30 . 5.00 57130 2334.99 503.77 31 . 5.00 57131 2339.99 503.97 32 . 5.00 57132 2344.99 504.62 33 . 5.61 57133 2350.60 505.74 34 WL RB 1.49 57134 2352.09 506.61 35 NATURAL BOUNDARY 3.93 57135 2356.01 510.01 36 ON SLOPE 7.33 57136 2363.35 516.24 37 ON SLOPE 4.69 57137 2368.04 520.60 38 ON SLOPE 4.11 57138 2372.15 523.70 39 TOP BANK 2.69 57139 2374.84 523.59 40 REBAR RB BULKLEY RIVER X/S 58 PROJ#76FDC18 JUNE 5 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 58100 0.00 514.74 1 DUMMY 2000.00 58101 2000.00 514.74 2 C/L RR TRACKS 43.00 58102 2043.00 513.81 3 FIELD 28.00 58103 2071.00 514.25 4 C/L DRIVEWAY 41.99 58104 2112.99 513.51 5 SPIKE 12.90 58105 2125.89 513.41 6 . 7.10 58106 2132.99 513.84 7 TOP 6.19 58107 2139.18 512.98 8 . 17.80 58108 2156.98 512.38 9 . 13.00 58109 2169.98 512.52 10 SPIKE 6.56 58110 2176.54 509.46 11 TOE 18.93 58111 2195.47 509.39 12 . 2.92 58112 2198.39 508.52 13 . 9.34 58113 2207.73 507.62 14 TOE 16.80 58114 2224.53 507.28 15 BUSH LINE 12.80 58115 2237.33 507.45 16 BOLT LB 7.90 58116 2245.23 507.41 17 TOP 4.00 58117 2249.23 506.50 18 WL LB 5.00 58118 2254.23 505.20 19 . 5.00 58119 2259.23 504.90 20 . 5.00 58120 2264.23 504.80 21 . 5.00 58121 2269.23 504.75 22 . 5.00 58122 2274.23 504.75 23 . 5.00 58123 2279.23 504.70 24 . 5.00 58124 2284.23 504.50 25 . 5.00 58125 2289.23 504.40 26 . 5.00 58126 2294.23 504.30 27 . 5.00 58127 2299.23 504.25 28 . 5.00 58128 2304.23 504.10 29 . 5.00 58129 2309.23 504.02 30 . 5.00 58130 2314.23 503.91 31 . 5.00 58131 2319.23 503.80 32 . 5.00 58132 2324.23 503.60 33 . 5.00 58133 2329.23 504.05 34 . 5.00 58134 2334.23 504.50 35 . 5.00 58135 2339.23 504.90 36 . 5.00 58136 2344.23 505.50 37 . 0.19 58137 2344.42 506.57 38 WL RB 1.31 58138 2345.73 507.63 39 NATURAL BOUNDARY 0.03 58139 2345.76 509.82 40 TOP BANK 6.40 58140 2352.16 510.24 41 . 1.88 58141 2354.04 510.66 42 REBAR RB 4.52 58142 2358.56 511.75 43 TOE SLOPE BULKLEY RIVER X/S 59 PROJ#76FDC18 JUNE 5 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 59100 0.00 516.77 1 DUMMY 2000.00 59101 2000.00 516.77 2 ON SANDY SLOPE 5.51 59102 2005.51 513.49 3 TOE 2.80 59103 2008.31 514.39 4 TOP RAILROAD BED 4.20 59104 2012.51 514.41 5 EDGE TRACKS 1.50 59105 2014.01 514.30 6 BOLT LB 4.09 59106 2018.09 513.78 7 TOP LB 2.71 59107 2020.80 511.66 8 ON SLOPE 4.21 59108 2025.01 507.67 9 WL LB 5.00 59109 2030.01 506.17 10 . 5.00 59110 2035.01 505.69 11 . 5.00 59111 2040.01 505.47 12 . 5.00 59112 2045.01 505.32 13 . 5.00 59113 2050.01 505.27 14 . 5.00 59114 2055.01 505.27 15 . 5.00 59115 2060.01 505.32 16 . 5.00 59116 2065.01 505.47 17 . 5.00 59117 2070.01 505.42 18 . 5.00 59118 2075.01 505.37 19 . 5.00 59119 2080.01 505.42 20 . 5.00 59120 2085.01 505.47 21 . 5.00 59121 2090.01 505.37 22 . 5.00 59122 2095.01 505.67 23 . 5.00 59123 2100.01 505.72 24 . 5.00 59124 2105.01 505.87 25 . 5.00 59125 2110.01 505.92 26 . 5.00 59126 2115.01 506.37 27 . 5.09 59127 2120.10 507.71 28 WL RB 2.07 59128 2122.17 508.36 29 NATURAL BOUNDARY 6.48 59129 2128.65 508.99 30 . 1.76 59130 2130.41 509.99 31 . 8.36 59131 2138.77 510.19 32 . 2.73 59132 2141.50 510.75 33 REBAR RB 19.32 59133 2160.82 510.93 34 . 6.08 59134 2166.90 513.14 35 ON SLOPE 4.01 59135 2170.91 514.87 36 ON SLOPE RISING BULKLEY RIVER X/S 60 PROJ#76FDC18 JUNE 5 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 60100 0.00 512.12 1 DUMMY 2000.00 60101 2000.00 512.12 2 C/L RAILROAD 3.36 60102 2003.36 511.87 3 TOP 4.00 60103 2007.36 510.97 4 TOE 90.09 60104 2097.45 509.83 5 . 75.48 60105 2172.93 509.98 6 SPIKE 7.20 60106 2180.13 509.80 7 TOP BANK 2.17 60107 2182.30 509.07 8 TOE BANK 5.80 60108 2188.10 508.93 9 WL 5.13 60109 2193.24 508.54 10 0.40M DEEP 4.45 60110 2197.69 508.53 11 0.37M DEEP 3.99 60111 2201.67 508.07 12 0.85M DEEP 2.49 60112 2204.17 507.90 13 1.04M DEEP 8.96 60113 2213.13 508.00 14 0.94M DEEP 2.98 60114 2216.11 508.91 15 WL 3.00 60115 2219.10 510.86 16 TOP BANK 2.00 60116 2221.10 510.86 17 SPIKE 15.20 60117 2236.30 510.73 18 . 17.61 60118 2253.91 509.69 19 . 7.30 60119 2261.21 509.82 20 . 9.39 60120 2270.60 509.46 21 . 5.59 60121 2276.20 509.62 22 BOLT LB 2.70 60122 2278.90 509.62 23 TOP LB 0.10 60123 2279.00 509.12 24 NATURAL BOUNDARY 2.10 60124 2281.09 508.95 25 WL LB 5.00 60125 2286.09 506.65 26 . 5.00 60126 2291.09 506.60 27 . 5.00 60127 2296.09 506.65 28 . 5.00 60128 2301.09 506.95 29 . 5.00 60129 2306.09 507.15 30 . 5.00 60130 2311.09 507.05 31 . 5.00 60131 2316.09 506.95 32 . 5.00 60132 2321.09 506.95 33 . 5.00 60133 2326.09 506.95 34 . 5.00 60134 2331.09 506.95 35 . 5.00 60135 2336.09 506.95 36 . 5.00 60136 2341.09 506.75 37 . 5.00 60137 2346.09 506.55 38 . 5.00 60138 2351.09 506.30 39 . 5.00 60139 2356.09 506.30 40 . 5.00 60140 2361.09 506.85 41 . 5.00 60141 2366.09 507.05 42 . 5.00 60142 2371.09 507.15 43 . 5.00 60143 2376.09 507.35 44 . 5.00 60144 2381.09 507.65 45 . 5.00 60145 2386.09 509.06 46 WL RB 0.10 60146 2386.19 509.90 47 NATURAL BOUNDARY 4.30 60147 2390.49 513.18 48 ON SLOPE 3.26 60148 2393.75 515.95 49 ON SLOPE 0.99 60149 2394.74 518.64 50 . 4.38 60150 2399.12 520.82 51 REBAR RB BULKLEY RIVER X/S 61 PROJ#76FDC18 JUNE 5 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 61100 0.00 511.61 1 DUMMY 2000.00 61101 2000.00 511.61 2 C/L RAILROAD 4.47 61102 2004.47 511.22 3 TOP RR BED 3.00 61103 2007.47 509.55 4 TOE 27.62 61104 2035.09 509.67 5 TOP 4.34 61105 2039.44 508.62 6 WL 4.01 61106 2043.45 508.15 7 TOE 0.70M DP 3.98 61107 2047.43 507.63 8 1.00M DP 4.80 61108 2052.23 507.71 9 TOE 0.90M DP 1.84 61109 2054.07 508.57 10 WL 3.20 61110 2057.27 509.43 11 TOP BANK 7.67 61111 2064.94 508.94 12 TOP BANK 0.50 61112 2065.44 508.57 13 WL 0.80 61113 2066.24 508.28 14 . 1.18 61114 2067.43 508.58 15 WL 0.50 61115 2067.93 508.93 16 . 8.00 61116 2075.93 508.68 17 TOP BANK 0.50 61117 2076.43 508.60 18 WL 1.00 61118 2077.43 508.22 19 0.38M DEEP TOE 4.00 61119 2081.43 508.04 20 0.76M DEEP 3.01 61120 2084.44 508.27 21 WL 2.19 61121 2086.63 508.71 22 TOP BANK 0.80 61122 2087.43 509.53 23 SPIKE 20.90 61123 2108.33 510.08 24 . 28.30 61124 2136.63 510.41 25 . 27.80 61125 2164.43 510.29 26 . 24.69 61126 2189.13 510.46 27 . 26.90 61127 2216.03 510.75 28 . 33.91 61128 2249.94 511.01 29 . 14.49 61129 2264.43 510.53 30 . 15.50 61130 2279.93 510.56 31 . 7.60 61131 2287.53 510.62 32 BOLT LB 3.30 61132 2290.83 510.62 33 TOP LB 0.10 61133 2290.93 509.92 34 NATURAL BOUNDARY 0.29 61134 2291.22 509.44 35 WL LB 5.00 61135 2296.22 507.94 36 . 5.00 61136 2301.22 507.19 37 . 5.00 61137 2306.22 507.04 38 . 5.00 61138 2311.22 507.04 39 . 5.00 61139 2316.22 507.09 40 . 5.00 61140 2321.22 507.09 41 . 5.00 61141 2326.22 507.14 42 . 5.00 61142 2331.22 507.19 43 . 5.00 61143 2336.22 507.39 44 . 5.00 61144 2341.22 507.49 45 . 5.00 61145 2346.22 507.64 46 . 5.00 61146 2351.22 507.89 47 . 5.00 61147 2356.22 507.99 48 . 5.00 61148 2361.22 508.04 49 . 5.00 61149 2366.22 508.09 50 . 5.00 61150 2371.22 508.19 51 . 5.00 61151 2376.22 508.29 52 . 5.00 61152 2381.22 508.44 53 . 5.00 61153 2386.22 508.44 54 . 5.00 61154 2391.22 508.49 55 . 5.00 61155 2396.22 508.49 56 . 5.00 61156 2401.22 508.49 57 . 5.00 61157 2406.22 508.64 58 . 5.00 61158 2411.22 508.69 59 . 5.00 61159 2416.22 508.69 60 . 5.00 61160 2421.22 508.69 61 . 5.00 61161 2426.22 508.69 62 . 5.00 61162 2431.22 508.84 63 . 4.20 61163 2435.42 509.44 64 WL RB 2.01 61164 2437.42 509.81 65 TOP RB 7.50 61165 2444.93 510.36 66 . 1.70 61166 2446.62 510.16 67 . 18.70 61167 2465.32 510.33 68 REBAR RB 1.70 61168 2467.02 510.32 69 TOP BANK 5.40 61169 2472.42 509.70 70 . 0.00 61170 2472.42 509.35 71 WL LB BACKCHAN 0.50 61171 2472.92 508.49 72 . 4.50 61172 2477.42 508.19 73 . 5.00 61173 2482.42 508.40 74 . 5.00 61174 2487.42 508.03 75 . 5.00 61175 2492.42 508.05 76 . 5.00 61176 2497.42 508.48 77 . 3.00 61177 2500.42 509.39 78 WL RB BACKCHAN 0.50 61178 2500.92 509.68 79 . 1.50 61179 2502.42 510.34 80 NATURAL BOUNDARY 2.19 61180 2504.61 512.08 81 REBAR RB STEE BULKLEY RIVER X/S 62 PROJ#76FDC18 JUNE 5 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 62100 0.00 511.12 1 DUMMY 2000.00 62101 2000.00 511.12 2 RR FENCELINE 43.00 62102 2043.00 510.30 3 . 7.00 62103 2050.00 510.61 4 . 20.00 62104 2070.00 510.22 5 . 20.00 62105 2090.00 511.24 6 . 21.00 62106 2111.00 511.48 7 . 20.00 62107 2131.00 510.04 8 . 102.00 62108 2233.00 510.45 9 FIELD 42.10 62109 2275.10 510.65 10 BOLT LB 3.20 62110 2278.30 510.65 11 TOP LB 0.10 62111 2278.40 510.05 12 NATURAL BOUNDARY 0.50 62112 2278.90 509.65 13 WL LB 5.00 62113 2283.90 508.15 14 . 5.00 62114 2288.90 507.25 15 . 5.00 62115 2293.90 506.95 16 . 5.00 62116 2298.90 506.90 17 . 5.00 62117 2303.90 506.95 18 . 5.00 62118 2308.90 507.25 19 . 5.00 62119 2313.90 507.45 20 . 5.00 62120 2318.90 507.60 21 . 5.00 62121 2323.90 507.65 22 . 5.00 62122 2328.90 507.65 23 . 5.00 62123 2333.90 507.60 24 . 5.00 62124 2338.90 507.60 25 . 5.00 62125 2343.90 507.55 26 . 5.00 62126 2348.90 507.45 27 . 5.00 62127 2353.90 507.50 28 . 5.00 62128 2358.90 507.70 29 . 5.00 62129 2363.90 507.90 30 . 5.00 62130 2368.90 508.15 31 . 5.00 62131 2373.90 508.30 32 . 5.00 62132 2378.90 508.50 33 . 5.00 62133 2383.90 508.65 34 . 4.39 62134 2388.29 509.67 35 WL RB 1.91 62135 2390.20 510.39 36 NATURAL BOUNDARY 0.10 62136 2390.30 510.32 37 . 1.20 62137 2391.50 510.55 38 TOP RB 10.80 62138 2402.30 510.36 39 REBAR RB 9.00 62139 2411.30 510.28 40 TOP DRY CHANNEL 8.70 62140 2420.00 509.25 41 TOE DRY CHANNEL 6.00 62141 2426.00 509.29 42 TOE DRY CHANNEL 1.70 62142 2427.70 509.60 43 TOP DRY CHANNEL 16.80 62143 2444.50 510.38 44 . 14.50 62144 2459.00 510.07 45 TOP CHANNEL 5.20 62145 2464.20 509.37 46 TOE CHANNEL 1.40 62146 2465.60 509.37 47 TOE CHANNEL 1.80 62147 2467.40 509.65 48 SPIKE 22.67 62148 2490.07 510.15 49 . 23.81 62149 2513.88 509.22 50 EDGE WATER 43.71 62150 2557.58 509.18 51 EDGE WATER 11.63 62151 2569.22 513.97 52 ON SLOPE RISING BULKLEY RIVER X/S 63 PROJ#76FDC18 JUNE 5 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 63100 0.00 512.50 1 DUMMY 2000.00 63101 2000.00 512.50 2 C/L RAILROAD 7.04 63102 2007.04 511.47 3 TOE 42.48 63103 2049.52 511.37 4 . 21.00 63104 2070.52 512.34 5 . 17.30 63105 2087.82 512.21 6 . 11.18 63106 2099.00 512.73 7 TOP SPIKE 8.50 63107 2107.50 510.78 8 TOE 10.80 63108 2118.30 510.73 9 TOE 19.20 63109 2137.50 511.02 10 . 12.80 63110 2150.30 511.35 11 . 16.40 63111 2166.70 511.83 12 . 17.10 63112 2183.80 511.55 13 . 14.50 63113 2198.30 511.68 14 . 4.20 63114 2202.50 510.84 15 . 10.00 63115 2212.50 511.44 16 . 13.20 63116 2225.70 511.48 17 . 13.80 63117 2239.50 511.49 18 . 13.90 63118 2253.40 512.00 19 . 9.20 63119 2262.60 511.78 20 BOLT LB 3.40 63120 2266.00 511.78 21 TOP 1.00 63121 2267.00 510.97 22 NATURAL BOUNDARY 1.00 63122 2268.00 510.42 23 WL LB 5.00 63123 2273.00 509.34 24 . 5.00 63124 2278.00 508.40 25 . 5.00 63125 2283.00 508.12 26 . 5.00 63126 2288.00 508.12 27 . 5.00 63127 2293.00 508.12 28 . 5.00 63128 2298.00 508.12 29 . 5.00 63129 2303.00 508.12 30 . 5.00 63130 2308.00 508.08 31 . 5.00 63131 2313.00 508.02 32 . 5.00 63132 2318.00 507.92 33 . 5.00 63133 2323.00 507.92 34 . 5.00 63134 2328.00 507.92 35 . 5.00 63135 2333.00 507.92 36 . 5.00 63136 2338.00 507.95 37 . 5.00 63137 2343.00 508.02 38 . 5.00 63138 2348.00 508.12 39 . 5.00 63139 2353.00 508.42 40 . 5.00 63140 2358.00 509.72 41 . 2.28 63141 2360.28 510.45 42 WL RB 1.01 63142 2361.29 510.75 43 TOE RB 0.30 63143 2361.59 510.94 44 NATURAL BOUNDARY 0.11 63144 2361.70 511.75 45 TOP RB 8.60 63145 2370.30 511.86 46 REBAR RB 7.20 63146 2377.50 511.70 47 TOP CHANNEL 5.00 63147 2382.50 510.92 48 C/L CHANNEL 4.00 63148 2386.50 511.27 49 TOP CHANNEL 3.00 63149 2389.50 510.57 50 TOE CHANNEL 2.50 63150 2392.00 510.57 51 TOE CHANNEL 4.00 63151 2396.00 511.80 52 TOP CHANNEL 8.50 63152 2404.50 512.03 53 . 62.00 63153 2466.50 511.58 54 FENCELINE 28.00 63154 2494.50 511.30 55 . 6.00 63155 2500.50 510.83 56 . 26.00 63156 2526.50 510.77 57 . 14.00 63157 2540.50 511.13 58 . 6.00 63158 2546.50 512.62 59 TOE STEEP RISE BULKLEY RIVER X/S 64 PROJ#76FDC18 JUNE 5 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 64100 0.00 513.56 1 DUMMY 2000.00 64101 2000.00 513.56 2 CL RR TRACKS 14.96 64102 2014.96 512.64 3 . 8.97 64103 2023.93 511.93 4 TOP 6.99 64104 2030.93 510.68 5 WL POND 0.48 64105 2031.41 510.67 6 0.24M DEEP 26.60 64106 2058.01 510.71 7 WL POND 12.40 64107 2070.41 511.84 8 . 15.59 64108 2086.00 513.03 9 TOP 2.59 64109 2088.60 512.14 10 TOE EDGE FIELD 16.40 64110 2105.00 512.88 11 SPIKE 28.96 64111 2133.96 513.12 12 . 28.02 64112 2161.98 513.57 13 . 27.57 64113 2189.55 513.61 14 . 12.72 64114 2202.27 512.96 15 . 17.91 64115 2220.18 513.35 16 . 21.96 64116 2242.14 512.08 17 . 10.80 64117 2252.94 512.52 18 TOP EDGE FIELD 3.20 64118 2256.14 512.02 19 BUSH LINE 12.90 64119 2269.04 511.73 20 BOLT LB 4.90 64120 2273.93 511.94 21 TOP LB 2.00 64121 2275.93 511.06 22 WL LB 5.00 64122 2280.93 510.16 23 . 5.00 64123 2285.93 509.76 24 . 5.00 64124 2290.93 509.76 25 . 5.00 64125 2295.93 509.71 26 . 5.00 64126 2300.93 509.71 27 . 5.00 64127 2305.93 509.58 28 . 5.00 64128 2310.93 509.41 29 . 2.00 64129 2312.93 509.46 30 . 3.00 64130 2315.93 509.31 31 . 3.00 64131 2318.93 509.21 32 . 2.00 64132 2320.93 509.26 33 . 2.00 64133 2322.93 509.31 34 . 3.00 64134 2325.93 509.21 35 . 5.00 64135 2330.93 509.08 36 . 5.00 64136 2335.93 509.06 37 . 5.00 64137 2340.93 509.06 38 . 1.00 64138 2341.93 509.11 39 . 1.00 64139 2342.93 509.56 40 . 1.00 64140 2343.93 509.11 41 . 2.00 64141 2345.93 509.26 42 . 5.00 64142 2350.93 508.86 43 . 5.00 64143 2355.93 509.06 44 . 5.00 64144 2360.93 508.86 45 . 3.00 64145 2363.93 508.71 46 . 2.00 64146 2365.93 508.86 47 . 5.00 64147 2370.93 508.76 48 . 5.00 64148 2375.93 509.16 49 . 2.00 64149 2377.93 508.86 50 . 3.00 64150 2380.93 509.06 51 . 5.00 64151 2385.93 509.46 52 . 4.00 64152 2389.93 510.56 53 . 0.98 64153 2390.92 510.61 54 0.5W 1.32 64154 2392.23 511.12 55 WL RB 1.88 64155 2394.11 512.63 56 . 0.79 64156 2394.90 513.82 57 TOP RB 1.89 64157 2396.79 514.15 58 REBAR RB 26.08 64158 2422.87 514.41 59 . 29.99 64159 2452.87 514.30 60 . 30.99 64160 2483.86 514.93 61 C/L ROAD INT. 14.50 64161 2498.36 515.54 62 TOE BANK 17.94 64162 2516.30 517.20 63 ON SLOPE 2.35 64163 2518.65 520.10 64 TOP BANK RISING BULKLEY RIVER X/S 65 PROJ#76FDC18 JUNE 5 1979 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 65100 0.00 514.32 1 DUMMY 2000.00 65101 2000.00 514.32 2 C/L RR TRACKS 8.98 65102 2008.98 513.77 3 TOP 6.40 65103 2015.38 511.00 4 WL POND 26.71 65104 2042.09 510.90 5 0.10M DEEP 26.68 65105 2068.77 510.97 6 WL POND 12.31 65106 2081.08 514.49 7 . 6.86 65107 2087.94 517.21 8 SPIKE 4.01 65108 2091.95 517.43 9 TOP 0.89 65109 2092.84 514.17 10 TOE FENCE LINE 7.00 65110 2099.84 514.11 11 TOP 6.00 65111 2105.84 512.89 12 TOE 85.69 65112 2191.53 513.08 13 FIELD 13.30 65113 2204.83 512.71 14 FIELD . 20.00 65114 2224.83 513.90 15 FIELD 78.10 65115 2302.93 512.72 16 BOLT LB 2.40 65116 2305.33 512.65 17 TOP 0.30 65117 2305.63 512.25 18 NATURAL BOUNDARY 1.20 65118 2306.83 511.50 19 WL LB 5.00 65119 2311.83 510.00 20 . 5.00 65120 2316.83 509.85 21 . 5.00 65121 2321.83 509.52 22 . 5.00 65122 2326.83 509.30 23 . 5.00 65123 2331.83 509.35 24 . 5.00 65124 2336.83 509.15 25 . 5.00 65125 2341.83 509.10 26 . 5.00 65126 2346.83 509.05 27 . 5.00 65127 2351.83 508.88 28 . 5.00 65128 2356.83 508.75 29 . 5.00 65129 2361.83 508.90 30 . 5.00 65130 2366.83 509.15 31 . 5.00 65131 2371.83 509.32 32 . 5.00 65132 2376.83 509.60 33 . 5.00 65133 2381.83 509.65 34 . 5.00 65134 2386.83 509.70 35 . 5.00 65135 2391.83 509.65 36 . 5.00 65136 2396.83 509.50 37 . 5.00 65137 2401.83 509.35 38 . 5.00 65138 2406.83 509.25 39 . 5.00 65139 2411.83 509.18 40 . 5.00 65140 2416.83 509.02 41 . 5.00 65141 2421.83 509.25 42 . 5.00 65142 2426.83 510.15 43 . 4.00 65143 2430.83 511.00 44 . 0.48 65144 2431.31 511.15 45 0.45W 3.51 65145 2434.82 511.57 46 WL RB 1.01 65146 2435.82 511.91 47 . 2.00 65147 2437.83 513.01 48 NATURAL BOUNDARY 0.49 65148 2438.32 513.82 49 TOP RB 7.98 65149 2446.31 514.55 50 REBAR RB 3.49 65150 2449.80 514.31 51 . 1.51 65151 2451.31 513.99 52 TOE 4.50 65152 2455.81 514.13 53 TOE 0.94 65153 2456.74 516.25 54 SLOPE 15.29 65154 2472.04 519.66 55 TREE LINE