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. HIXON CREEK X/S 0.1 PROJ 9410F082 JULY 10 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 60100 0.00 568.16 1 DUMMY 2000.00 60101 2000.00 568.16 2 GL BOLT LB '94 0.97 60102 2000.97 568.11 3 TOP 0.90 60103 2001.87 567.79 4 . 0.82 60104 2002.69 567.54 5 TOP CUT BANK 3.43 60105 2006.13 566.55 6 TOE CUT BANK 0.05 60106 2006.18 566.57 7 . 3.54 60107 2009.72 566.51 8 . 4.71 60108 2014.43 566.47 9 . 1.91 60109 2016.34 566.33 10 . 1.78 60110 2018.11 566.33 11 . 2.95 60111 2021.06 566.53 12 . 4.78 60112 2025.85 566.75 13 . 2.93 60113 2028.78 566.55 14 TOP CUT BANK 1.62 60114 2030.41 564.82 15 . 1.84 60115 2032.24 564.09 16 . 1.38 60116 2033.62 563.88 17 WL LB 1.65 60117 2035.28 563.76 18 .16W 1.52 60118 2036.79 563.75 19 .28W 1.18 60119 2037.97 563.71 20 .33W 1.29 60120 2039.26 564.01 21 WL 5.14 60121 2044.40 564.35 22 . 3.01 60122 2047.40 564.21 23 . 1.62 60123 2049.02 564.11 24 WL 1.21 60124 2050.23 563.94 25 .16W 2.63 60125 2052.86 563.86 26 .26 2.80 60126 2055.65 563.81 27 .28W 1.70 60127 2057.35 563.89 28 .18W 1.14 60128 2058.49 564.06 29 WL RB 2.56 60129 2061.05 564.14 30 . BAR 0.83 60130 2061.88 564.32 31 . BAR 2.99 60131 2064.88 564.38 32 . BAR 3.22 60132 2068.10 564.38 33 . BAR 2.44 60133 2070.54 564.30 34 . BAR 0.05 60134 2070.59 564.04 35 . BAR 1.02 60135 2071.60 563.94 36 . BAR 3.18 60136 2074.78 563.94 37 . BAR 1.60 60137 2076.39 564.10 38 . BAR 0.83 60138 2077.22 564.27 39 . BAR 1.20 60139 2078.42 564.32 40 . BAR 0.87 60140 2079.30 564.54 41 . BAR 0.80 60141 2080.10 564.95 42 TOP BAR 3.27 60142 2083.37 565.05 43 TOP BAR 3.03 60143 2086.39 564.99 44 TOP BAR 1.69 60144 2088.08 564.41 45 TOP BAR 1.17 60145 2089.25 563.79 46 BAR 0.93 60146 2090.18 563.63 47 WL LB 1.66 60147 2091.84 562.95 48 .66W 0.65 60148 2092.49 562.84 49 .78W 2.70 60149 2095.19 563.00 50 .58W 0.91 60150 2096.09 563.13 51 .47W 1.09 60151 2097.18 562.95 52 .66W 1.15 60152 2098.34 563.31 53 .28W 0.78 60153 2099.11 563.59 54 WL RB 1.88 60154 2100.99 563.81 55 . 2.26 60155 2103.26 564.00 56 . 0.92 60156 2104.18 564.19 57 . 2.68 60157 2106.86 564.09 58 . 1.67 60158 2108.54 564.04 59 . 1.36 60159 2109.90 564.24 60 . 1.10 60160 2111.00 564.68 61 . 0.28 60161 2111.28 564.66 62 . 2.23 60162 2113.51 564.84 63 . 1.20 60163 2114.71 564.79 64 . 1.38 60164 2116.08 564.85 65 . 1.19 60165 2117.27 564.98 66 . 1.33 60166 2118.60 565.12 67 TOE CUT BANK 1.21 60167 2119.81 566.08 68 . 0.31 60168 2120.12 567.20 69 TOP CUT BANK 3.56 60169 2123.68 567.36 70 . 3.64 60170 2127.32 567.30 71 . 2.04 60171 2129.37 567.22 72 . 5.98 60172 2135.34 567.08 73 . 8.50 60173 2143.84 567.22 74 . 8.13 60174 2151.97 567.09 75 . 5.87 60175 2157.84 567.06 76 . 2.19 60176 2160.03 566.89 77 GL BOLT RB '93 JOIN 100-176 NORTH 2160.031 END HIXON CREEK X/S 1 PROJ 9410F082 JULY 10 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 61100 0.00 568.12 1 DUMMY 2000.00 61101 2000.00 568.12 2 GL BOLT LB '88 0.97 61102 2000.97 568.07 3 TOP 1.05 61103 2002.03 567.61 4 TOP CUT 0.48 61104 2002.50 566.67 5 TOE CUT 1.26 61105 2003.76 566.41 6 . 2.40 61106 2006.16 566.22 7 . 1.65 61107 2007.81 566.17 8 . 1.67 61108 2009.48 566.34 9 . 1.14 61109 2010.62 566.43 10 . 2.88 61110 2013.50 566.46 11 . 4.54 61111 2018.03 566.43 12 . 2.00 61112 2020.03 566.56 13 . 1.56 61113 2021.59 566.82 14 . 2.57 61114 2024.16 566.71 15 . 1.96 61115 2026.12 566.77 16 . 2.80 61116 2028.92 566.83 17 . 2.24 61117 2031.16 566.80 18 . 1.27 61118 2032.42 566.96 19 . 0.81 61119 2033.23 566.94 20 . 0.74 61120 2033.97 566.76 21 TOP CUT BANK 0.28 61121 2034.25 566.09 22 . 0.96 61122 2035.21 565.29 23 TOE CUT BANK 0.60 61123 2035.81 565.06 24 . 2.19 61124 2038.01 565.12 25 TOP CUT BANK 0.09 61125 2038.09 564.25 26 WL LB 0.21 61126 2038.30 564.01 27 .24W 0.90 61127 2039.20 563.98 28 .36W 2.10 61128 2041.30 564.17 29 .13W 1.76 61129 2043.06 564.30 30 WL 1.51 61130 2044.57 564.36 31 . 2.57 61131 2047.14 564.14 32 . 2.56 61132 2049.70 564.10 33 WL 1.06 61133 2050.75 563.81 34 .29W 1.26 61134 2052.02 563.64 35 .53W 0.58 61135 2052.59 563.70 36 .47W 1.01 61136 2053.60 563.93 37 .15W 0.77 61137 2054.38 564.10 38 WL RB 0.84 61138 2055.22 564.32 39 BAR 1.12 61139 2056.34 564.21 40 BAR 0.87 61140 2057.21 564.17 41 BAR 1.04 61141 2058.25 564.30 42 BAR 1.02 61142 2059.27 564.41 43 BAR 1.75 61143 2061.03 564.32 44 BAR 0.58 61144 2061.60 564.55 45 BAR 0.47 61145 2062.08 564.92 46 BAR 2.08 61146 2064.16 564.96 47 BAR 3.80 61147 2067.96 564.77 48 BAR 1.33 61148 2069.29 565.25 49 BAR 2.64 61149 2071.93 565.24 50 BAR 1.72 61150 2073.65 565.16 51 BAR 3.39 61151 2077.04 565.21 52 BAR 2.17 61152 2079.21 565.27 53 BAR 2.08 61153 2081.29 565.41 54 BAR 5.71 61154 2087.00 565.45 55 BAR 3.16 61155 2090.17 565.37 56 BAR 1.29 61156 2091.45 565.42 57 BAR 2.85 61157 2094.31 565.43 58 BAR 1.47 61158 2095.78 565.42 59 BAR 1.71 61159 2097.49 565.48 60 BAR 1.49 61160 2098.97 565.34 61 BAR 2.17 61161 2101.14 565.33 62 BAR 1.55 61162 2102.69 565.41 63 BAR 1.59 61163 2104.29 565.13 64 BAR 1.14 61164 2105.43 565.03 65 BAR 2.58 61165 2108.01 564.79 66 BAR 3.42 61166 2111.43 564.66 67 BAR 1.15 61167 2112.57 564.46 68 WL LB 0.81 61168 2113.38 564.24 69 .20W 0.96 61169 2114.33 564.20 70 .26W 2.15 61170 2116.48 564.15 71 .32W 0.62 61171 2117.11 564.48 72 WL RB 0.79 61172 2117.89 564.67 73 . 1.37 61173 2119.26 564.57 74 . 2.45 61174 2121.71 564.79 75 . 3.73 61175 2125.44 564.84 76 . 2.47 61176 2127.91 564.87 77 . 1.89 61177 2129.80 565.16 78 . 1.67 61178 2131.47 565.37 79 TOE CUT BANK 1.93 61179 2133.40 566.62 80 . 1.06 61180 2134.46 567.49 81 . 0.54 61181 2135.00 568.55 82 TOP CUT BANK 1.12 61182 2136.12 568.68 83 . 5.53 61183 2141.65 568.53 84 . 5.63 61184 2147.28 568.60 85 . 3.25 61185 2150.53 568.56 86 GL BOLT RB '93 7.73 61186 2158.26 568.38 87 . 10.72 61187 2168.98 568.23 88 . JOIN 100-187 NORTH 2168.979 END HIXON CREEK X/S 1.1 PROJ 9410F082 JULY 15 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 61200 0.00 566.45 1 DUMMY 2000.00 61210 2000.00 566.45 2 GL BOLT LB '94 4.87 61210 2004.87 566.46 3 . 1.53 61210 2006.40 566.30 4 . 2.74 61210 2009.14 566.39 5 . 1.88 61210 2011.02 566.77 6 . 4.10 61210 2015.12 566.90 7 . 3.01 61210 2018.12 566.99 8 . 2.47 61210 2020.59 567.05 9 TOP CUT BANK 0.44 61210 2021.03 565.24 10 . 1.71 61211 2022.74 564.27 11 .25W 1.03 61211 2023.77 564.13 12 .40W 2.81 61211 2026.58 564.19 13 .36W 2.61 61211 2029.19 564.31 14 .20W 1.45 61211 2030.64 564.53 15 BAR 1.15 61211 2031.79 564.75 16 BAR 1.25 61211 2033.04 564.75 17 BAR 1.85 61211 2034.89 564.95 18 BAR 3.51 61211 2038.39 564.89 19 BAR 1.06 61211 2039.45 564.60 20 BAR 4.67 61212 2044.12 564.53 21 BAR 1.30 61212 2045.42 564.62 22 BAR 2.70 61212 2048.12 564.65 23 BAR 1.58 61212 2049.70 564.55 24 BAR 3.40 61212 2053.10 564.54 25 BAR 1.90 61212 2055.00 565.18 26 BAR 0.99 61212 2055.99 565.64 27 BAR 2.97 61212 2058.96 565.61 28 BAR 3.33 61212 2062.29 565.52 29 BAR 2.09 61212 2064.38 565.38 30 BAR 3.06 61213 2067.44 565.50 31 BAR 2.22 61213 2069.66 565.57 32 BAR 0.85 61213 2070.51 565.71 33 BAR 1.26 61213 2071.77 565.60 34 BAR 2.14 61213 2073.90 565.69 35 BAR 0.44 61213 2074.34 565.81 36 BAR 3.10 61213 2077.44 565.81 37 BAR 1.21 61213 2078.65 565.73 38 BAR 3.69 61213 2082.34 565.70 39 BAR 3.91 61213 2086.25 565.68 40 BAR 1.48 61214 2087.73 565.41 41 BAR 2.14 61214 2089.87 565.08 42 BAR 1.71 61214 2091.58 564.96 43 BAR 2.69 61243 2094.27 564.76 44 .15W 1.86 61244 2096.13 564.64 45 .25W 1.98 61245 2098.11 564.56 46 .33W 1.51 61246 2099.62 564.87 47 .02W 0.90 61247 2100.52 564.94 48 BAR 1.09 61248 2101.60 564.75 49 .18W 1.67 61249 2103.28 564.71 50 .21W 0.82 61250 2104.10 564.96 51 BAR 3.44 61251 2107.53 565.05 52 BAR 3.73 61252 2111.26 565.40 53 TOE-CUT 2.66 61253 2113.92 567.14 54 . 0.12 61254 2114.04 568.66 55 TOP-CUT 6.48 61255 2120.52 568.73 56 . 7.26 61256 2127.78 568.56 57 GL BOLT RB '93 JOIN 100-156 NORTH 2127.781 END HIXON CREEK X/S 2 PROJ 9410F082 JULY 10 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 62100 0.00 568.93 1 DUMMY 2000.00 62101 2000.00 568.93 2 GL BOLT LB '88 1.78 62102 2001.78 568.91 3 . 2.94 62103 2004.72 568.91 4 . 1.95 62104 2006.67 568.83 5 . 1.36 62105 2008.04 568.62 6 . 0.61 62106 2008.65 568.41 7 . 1.15 62107 2009.80 568.17 8 . 0.69 62108 2010.49 568.19 9 . 0.91 62109 2011.40 568.21 10 . 0.76 62110 2012.16 568.32 11 . 2.00 62111 2014.16 568.38 12 . 2.30 62112 2016.46 568.42 13 . 1.11 62113 2017.57 568.36 14 . 0.47 62114 2018.04 568.16 15 TOP CUT BANK 0.01 62115 2018.05 567.60 16 . 1.21 62116 2019.26 567.07 17 . 0.17 62117 2019.43 566.53 18 TOE CUT BANK 1.18 62118 2020.61 566.36 19 . 0.32 62119 2020.93 566.08 20 . 0.90 62120 2021.82 565.96 21 . 0.74 62121 2022.57 566.11 22 . 0.51 62122 2023.08 565.89 23 . 1.02 62123 2024.10 565.91 24 . 0.66 62124 2024.76 566.12 25 . 1.42 62125 2026.18 566.04 26 . 2.10 62126 2028.28 566.03 27 . 1.68 62127 2029.96 566.07 28 . 2.34 62128 2032.30 565.94 29 . 1.78 62129 2034.09 565.93 30 . 1.70 62130 2035.79 566.02 31 . 1.38 62131 2037.17 565.97 32 . 1.78 62132 2038.94 565.83 33 . 2.01 62133 2040.95 565.79 34 . 1.34 62134 2042.29 565.74 35 WL LB 0.81 62135 2043.10 565.64 36 .11W 1.49 62136 2044.59 565.57 37 .18W 1.50 62137 2046.08 565.55 38 .10W 0.72 62138 2046.80 565.46 39 .20W 2.08 62139 2048.88 565.38 40 .33W 1.32 62140 2050.20 565.14 41 .53W 0.91 62141 2051.12 565.48 42 .16W 1.52 62142 2052.64 565.67 43 WL RB 0.18 62143 2052.82 566.27 44 . 0.68 62144 2053.50 566.73 45 TOP BAR 1.43 62145 2054.92 566.73 46 BAR 1.18 62146 2056.10 566.63 47 BAR 2.07 62147 2058.17 566.54 48 BAR 1.30 62148 2059.46 566.51 49 BAR 2.33 62149 2061.79 566.49 50 BAR 1.52 62150 2063.31 566.39 51 BAR 2.11 62151 2065.41 566.38 52 BAR 1.82 62152 2067.23 566.22 53 BAR 1.62 62153 2068.85 566.17 54 BAR 1.42 62154 2070.26 566.02 55 WL LB 1.18 62155 2071.44 565.84 56 .18W 1.76 62156 2073.20 565.89 57 .12W 2.27 62157 2075.47 565.86 58 .15W 2.26 62158 2077.73 565.77 59 .24W 0.74 62159 2078.47 565.88 60 .13W 1.72 62160 2080.19 565.85 61 .15W 0.60 62161 2080.78 566.01 62 WL RB 0.78 62162 2081.56 566.31 63 . 1.28 62163 2082.84 567.00 64 . 1.03 62164 2083.87 569.62 65 TOP CUT BANK 5.49 62165 2089.36 569.57 66 . 10.44 62166 2099.80 569.62 67 . 12.99 62167 2112.79 569.37 68 . 11.15 62168 2123.94 569.02 69 . 9.55 62169 2133.49 568.95 70 . 10.92 62170 2144.41 568.79 71 . 1.99 62171 2146.41 568.71 72 . 1.18 62172 2147.59 568.64 73 GL BOLT RB '93 1.70 62173 2149.29 568.49 74 . 1.88 62174 2151.17 568.40 75 OPP. POLE 3.55 62175 2154.72 568.22 76 TOE 1.91 62176 2156.64 568.68 77 EDGE ROAD 9.44 62177 2166.07 568.60 78 CL ROAD JOIN 100-177 NORTH 2166.071 END HIXON CREEK X/S 2.1 PROJ 9410F082 JULY 10 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 62268 0.00 569.41 1 DUMMY 2000.00 62267 2000.00 569.41 2 ON SLOPE 1.33 62266 2001.33 569.01 3 . 4.68 62265 2006.01 568.84 4 . 4.04 62264 2010.05 568.71 5 . 1.71 62263 2011.76 568.95 6 . 5.18 62262 2016.94 568.89 7 . 2.80 62261 2019.74 568.87 8 . 2.65 62260 2022.39 568.87 9 . 4.12 62259 2026.51 568.93 10 GL BOLT LB '88 1.82 62258 2028.34 568.86 11 . 2.78 62257 2031.11 568.89 12 . 3.58 62256 2034.69 568.91 13 . 1.28 62255 2035.97 568.49 14 . 3.57 62254 2039.54 568.36 15 . 2.34 62253 2041.88 568.37 16 . 2.89 62252 2044.78 568.50 17 . 0.60 62251 2045.37 568.42 18 TOP CUT BANK 0.63 62250 2046.01 567.16 19 . 1.27 62249 2047.28 566.24 20 . 0.41 62248 2047.68 566.06 21 TOE CUT BANK 0.66 62247 2048.34 565.94 22 . 0.91 62246 2049.25 566.06 23 . 0.92 62245 2050.17 566.28 24 . 2.93 62244 2053.10 566.29 25 . 0.93 62243 2054.03 566.20 26 . 3.11 62242 2057.14 566.22 27 . 3.73 62241 2060.87 566.11 28 WL LB 2.03 62240 2062.90 565.95 29 .18W 1.41 62239 2064.31 565.98 30 .16W 2.25 62238 2066.56 566.12 31 .01W 2.44 62237 2069.00 565.99 32 .12W 2.64 62236 2071.64 565.87 33 .28W 2.98 62235 2074.62 565.88 34 .27W 1.68 62234 2076.30 565.97 35 .18W 1.47 62233 2077.77 566.02 36 .08W 0.98 62232 2078.75 565.93 37 . 1.24 62231 2079.99 565.82 38 BAR 1.06 62230 2081.05 565.90 39 BAR 1.20 62229 2082.26 566.01 40 BAR 1.02 62228 2083.28 566.28 41 BAR 0.74 62227 2084.02 566.59 42 BAR 2.14 62226 2086.16 566.43 43 BAR 2.50 62225 2088.66 566.39 44 BAR 2.52 62224 2091.18 566.38 45 BAR 1.09 62223 2092.26 566.44 46 BAR 2.85 62222 2095.12 566.01 47 BAR 1.13 62221 2096.25 565.97 48 BAR 1.32 62220 2097.57 565.93 49 BAR 0.65 62219 2098.22 566.06 50 BAR 0.31 62218 2098.53 566.02 51 WL LB 1.30 62217 2099.83 565.74 52 .28W 1.36 62216 2101.19 565.51 53 .53W 0.73 62215 2101.91 565.55 54 .47W TOE ROCK 0.50 62214 2102.41 565.64 55 .38W 0.94 62213 2103.35 566.01 56 WL RB 0.79 62212 2104.14 566.61 57 . 1.43 62211 2105.57 567.40 58 . 2.18 62210 2107.75 569.70 59 TOP OLD RIPRAP 1.79 62209 2109.54 569.72 60 . 1.92 62208 2111.46 569.77 61 . 1.65 62207 2113.11 569.96 62 . 3.85 62206 2116.97 569.93 63 FENCE LINE 0.37 62205 2117.34 569.92 64 GL BOLT RB '94 2.01 62204 2119.35 570.04 65 . 3.01 62203 2122.36 570.21 66 . 0.78 62202 2123.15 570.01 67 EDGE ROAD 4.83 62201 2127.98 570.08 68 CL ROAD JOIN 168-101 NORTH 2127.979 END HIXON CREEK X/S 3 PROJ 9410F082 JULY 10 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 63100 0.00 575.61 1 DUMMY 2000.00 63101 2000.00 575.61 2 GL HEADWALL 1.72 63102 2001.72 574.75 3 . 2.11 63103 2003.83 573.70 4 . 1.25 63104 2005.08 573.19 5 . 0.23 63105 2005.31 572.88 6 . 0.42 63106 2005.73 572.76 7 GL BOLT LB '93 0.30 63107 2006.03 572.66 8 . 1.29 63108 2007.32 572.09 9 . 2.60 63109 2009.92 571.20 10 . 0.82 63110 2010.74 571.19 11 TOP CUT BANK 0.91 63111 2011.65 570.35 12 . 1.22 63112 2012.87 569.48 13 TOE CUT BANK 0.98 63113 2013.85 569.33 14 . 0.30 63114 2014.15 569.48 15 . 0.52 63115 2014.67 569.47 16 GL BOLT LB '88 0.58 63116 2015.26 569.41 17 . 0.47 63117 2015.73 569.24 18 . 1.27 63118 2017.00 569.15 19 TOP LB 0.48 63119 2017.48 568.58 20 . 0.79 63120 2018.26 568.03 21 . 0.70 63121 2018.96 567.26 22 TOE 1.50 63122 2020.46 566.97 23 APRON 3.43 63123 2023.89 566.55 24 WL LB 1.24 63124 2025.13 566.37 25 .20W 1.25 63125 2026.38 565.85 26 .70W 1.32 63126 2027.71 565.52 27 1.10W 0.94 63127 2028.65 565.85 28 .75W 0.85 63128 2029.50 565.79 29 .80W 1.71 63129 2031.22 566.03 30 .52W TOE 0.90 63130 2032.12 566.35 31 .20W 0.61 63131 2032.73 566.57 32 WL RB 0.65 63132 2033.38 567.04 33 . 0.76 63133 2034.14 567.28 34 . 1.07 63134 2035.22 567.25 35 TOE RIPRAP 1.52 63135 2036.74 568.41 36 . 1.09 63136 2037.83 569.16 37 TOP RIPRAP RB 1.89 63137 2039.72 569.33 38 . 1.47 63138 2041.19 569.32 39 TOE CUT BANK 0.68 63139 2041.87 570.43 40 TOP CUT BANK 1.02 63140 2042.89 570.97 41 . 0.28 63141 2043.17 570.99 42 GL BOLT RB '88 0.16 63142 2043.33 571.24 43 . 3.24 63143 2046.57 572.79 44 . 2.46 63144 2049.03 573.69 45 . 2.41 63145 2051.44 574.87 46 . 1.02 63146 2052.46 575.35 47 . 1.77 63147 2054.23 575.63 48 . 1.47 63148 2055.70 575.62 49 . 1.29 63149 2056.99 576.28 50 . 1.83 63150 2058.82 577.03 51 . 1.10 63151 2059.92 577.54 52 GL HEADWALL JOIN 100-151 NORTH 2059.918 END HIXON CREEK X/S 3.1 PROJ 9410F082 JULY 10 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 63300 0.00 571.29 1 DUMMY 2000.00 63301 2000.00 571.29 2 EDGE ROAD 6.19 63302 2006.19 571.29 3 EDGE ROAD 3.41 63303 2009.60 571.05 4 . 2.90 63304 2012.49 570.74 5 . 1.98 63305 2014.47 570.58 6 . 4.99 63306 2019.47 570.42 7 . 3.41 63307 2022.87 570.31 8 . 2.58 63308 2025.45 570.32 9 . 2.66 63309 2028.11 570.39 10 OPP CL POLE 1.31 63310 2029.42 570.33 11 EDGE ROCK FILL 1.95 63311 2031.37 570.37 12 . 2.56 63312 2033.93 570.34 13 . 3.02 63313 2036.95 570.39 14 GL BOLT LB '94 0.62 63314 2037.57 570.34 15 EDGE BOULDERS 1.74 63315 2039.31 570.34 16 TOP 2.12 63316 2041.43 570.11 17 ROCK 1.63 63317 2043.06 569.44 18 ROCK 2.01 63318 2045.07 568.58 19 ROCK 1.30 63319 2046.36 567.54 20 TOE RIPRAP 0.40 63320 2046.76 567.83 21 . 0.69 63321 2047.45 567.93 22 . 1.67 63322 2049.12 567.67 23 . 2.69 63323 2051.81 567.41 24 . 3.07 63324 2054.88 567.33 25 . 1.11 63325 2055.99 567.19 26 WL LB 1.71 63326 2057.70 567.08 27 .10W 2.19 63327 2059.89 567.11 28 .02W 0.77 63328 2060.67 566.96 29 .06W 1.17 63329 2061.84 566.62 30 .47W 1.08 63330 2062.92 566.54 31 .50W 0.66 63331 2063.58 566.63 32 .45W 1.42 63332 2065.01 566.74 33 TOE ROCK .26W 0.89 63333 2065.90 567.29 34 . 0.94 63334 2066.84 568.04 35 . 1.35 63335 2068.18 569.01 36 . 1.51 63336 2069.70 569.65 37 TOP RB 2.86 63337 2072.55 569.79 38 . 5.36 63338 2077.92 569.93 39 . 9.42 63339 2087.34 570.55 40 . 9.09 63340 2096.44 570.86 41 . 7.38 63341 2103.82 570.93 42 . 5.60 63342 2109.42 571.08 43 . 4.82 63343 2114.24 571.34 44 . 1.75 63344 2115.99 571.50 45 GL BOLT RB '94 5.48 63345 2121.47 571.76 46 OPP POLE 1.95 63346 2123.41 571.91 47 . 6.04 63347 2129.45 572.48 48 RISING BEYOND JOIN 100-147 NORTH 2129.448 END HIXON CREEK X/S 3.2 PROJ 9410F082 JULY 23 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 63199 0.00 571.10 1 DUMMY 2000.00 63200 2000.00 571.10 2 FENCE 2.76 63201 2002.76 570.80 3 . 3.41 63202 2006.17 570.59 4 . 2.23 63203 2008.40 570.63 5 . 0.67 63204 2009.07 570.49 6 TOE DITCH 0.57 63205 2009.64 570.48 7 TOE DITCH 1.26 63206 2010.90 570.88 8 . 0.91 63207 2011.82 571.15 9 . 0.50 63208 2012.32 571.20 10 EDGE PAVEMENT 0.00 63209 2012.32 571.20 11 . 3.49 63210 2015.81 571.30 12 CL 3.80 63211 2019.61 571.29 13 EDGE PAVEMENT 1.61 63212 2021.22 571.20 14 . 1.97 63213 2023.19 571.21 15 EDGE FILL 1.45 63214 2024.64 571.28 16 . 1.44 63215 2026.08 571.40 17 GL BOLT LB '94 2.29 63216 2028.38 571.40 18 . 1.48 63217 2029.85 571.56 19 TOP 1.56 63218 2031.42 570.80 20 ROCK 2.19 63219 2033.61 569.74 21 ROCK 2.41 63220 2036.02 568.89 22 ROCK 1.85 63221 2037.87 567.74 23 TOE 1.93 63222 2039.80 567.73 24 0.08W 2.78 63223 2042.57 567.68 25 0.08W 3.00 63224 2045.57 567.60 26 0.16W 2.65 63225 2048.22 567.50 27 .24W 2.11 63226 2050.33 567.47 28 0.25W 1.21 63227 2051.54 567.78 29 BAR 2.40 63228 2053.94 568.09 30 BAR 3.27 63229 2057.21 568.24 31 BAR 3.79 63230 2061.00 568.36 32 BAR 3.19 63231 2064.19 568.68 33 BAR 1.75 63232 2065.94 568.95 34 TOE CUT 1.08 63233 2067.02 569.86 35 TOP CUT 0.49 63234 2067.51 570.05 36 . 1.72 63235 2069.23 570.02 37 . 2.70 63236 2071.93 570.00 38 . 4.05 63237 2075.98 569.81 39 TOE MAIN BANK 2.22 63238 2078.20 571.13 40 TOP MAIN BANK 2.89 63239 2081.09 571.32 41 . JOIN 199-239 NORTH 2081.093 END HIXON CREEK X/S 4 PROJ 9410F082 JULY 12 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 64100 0.00 572.41 1 DUMMY 2000.00 64101 2000.00 572.41 2 FENCE LINE 5.14 64102 2005.14 572.48 3 TOP 0.80 64103 2005.94 572.24 4 . 0.55 64104 2006.49 571.74 5 . 0.55 64105 2007.04 571.48 6 TOE DITCH 0.82 64106 2007.86 571.49 7 TOE DITCH 0.66 64107 2008.53 571.81 8 TOP 1.72 64108 2010.24 571.92 9 EDGE PAVEMENT 3.51 64109 2013.75 572.08 10 CL ROAD 3.88 64110 2017.64 572.02 11 EDGE PAVEMENT 2.09 64111 2019.73 571.94 12 PP 1.70 64112 2021.42 572.02 13 GL BOLT LB '94 1.91 64113 2023.33 571.95 14 . 1.25 64114 2024.59 572.01 15 TOP RIPRAP 1.90 64115 2026.49 571.19 16 . 2.11 64116 2028.60 570.12 17 . 3.30 64117 2031.90 568.19 18 WL LB 1.00 64118 2032.90 567.81 19 .38W TOE ROCK 1.01 64119 2033.91 567.85 20 .36W 1.07 64120 2034.98 567.81 21 BOLT LB '88 GONE 2.00 64121 2036.99 567.86 22 .36W 1.31 64122 2038.30 568.04 23 .17W 1.94 64123 2040.23 568.10 24 .10W 0.98 64124 2041.21 568.09 25 .08W 1.17 64125 2042.38 568.04 26 .11W 1.28 64126 2043.66 567.81 27 .38W 0.71 64127 2044.38 567.84 28 .35W 0.76 64128 2045.14 568.00 29 .18W 0.32 64129 2045.46 568.18 30 WL RB 0.62 64130 2046.07 568.39 31 . 1.09 64131 2047.17 568.90 32 . 1.90 64132 2049.07 569.07 33 . 0.79 64133 2049.86 569.22 34 . 3.26 64134 2053.13 569.24 35 . 1.78 64135 2054.91 569.17 36 . 1.49 64136 2056.41 569.20 37 . 0.98 64137 2057.38 569.12 38 . 2.21 64138 2059.59 569.13 39 . 2.44 64139 2062.03 569.24 40 . 1.06 64140 2063.08 569.56 41 . 1.64 64141 2064.72 570.05 42 EDGE RIPRAP 1.91 64142 2066.63 570.52 43 ON ROCK 1.07 64143 2067.69 570.45 44 TOP BANK RIP RAP 0.75 64144 2068.45 570.60 45 NATURAL GROUND 1.41 64145 2069.85 570.46 46 . 1.53 64146 2071.39 570.36 47 . 1.00 64147 2072.38 570.34 48 . 0.92 64148 2073.30 570.55 49 . 1.39 64149 2074.70 570.57 50 . 0.81 64150 2075.50 570.64 51 . 1.00 64151 2076.50 570.81 52 . 0.30 64152 2076.80 570.82 53 G/L BOLT RB '94 1.11 64153 2077.91 571.03 54 TOP BANK RIPRAP 0.79 64154 2078.70 571.15 55 ON ROCK 3.44 64155 2082.14 571.15 56 ON ROCK 1.50 64156 2083.65 570.37 57 ON ROCK 1.70 64157 2085.35 569.86 58 ON ROCK 2.21 64158 2087.56 568.64 59 TOE.36W 0.47 64159 2088.03 568.73 60 .25W 0.12 64160 2088.15 569.28 61 TOP ROCK 1.07 64161 2089.21 569.34 62 TOP ROCK 0.30 64162 2089.52 568.97 63 .30W 1.81 64163 2091.33 569.15 64 .11W 1.75 64164 2093.08 569.18 65 .08W 1.41 64165 2094.49 569.53 66 . 0.99 64166 2095.49 569.79 67 . 0.82 64167 2096.31 569.87 68 . 2.46 64168 2098.77 569.85 69 BAR 1.78 64169 2100.55 569.86 70 BAR 3.87 64170 2104.41 569.92 71 BAR 3.20 64171 2107.62 569.87 72 TOP BAR 1.34 64172 2108.95 569.52 73 BAR 1.70 64173 2110.66 569.37 74 BAR 2.57 64174 2113.23 569.25 75 .24W 1.91 64175 2115.13 569.18 76 .37W 2.70 64176 2117.84 569.25 77 GL BOLT '94 JOIN 100-176 NORTH 2117.836 END HIXON CREEK X/S 4.1 PROJ 9410F082 JULY 12 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 64200 0.00 572.63 1 DUMMY 2000.00 64201 2000.00 572.63 2 FENCE 0.66 64202 2000.66 572.56 3 GL BOLT LB '94 4.93 64203 2005.58 572.61 4 . 3.12 64204 2008.70 572.71 5 . 5.37 64205 2014.07 572.76 6 RD. 5.83 64206 2019.90 572.57 7 EDGE ROAD 2.38 64207 2022.27 572.46 8 . 2.93 64208 2025.20 572.54 9 . 2.62 64209 2027.82 572.62 10 TOP 1.32 64210 2029.14 571.28 11 . 1.53 64211 2030.67 570.11 12 . 1.14 64212 2031.81 569.37 13 TOE 2.07 64213 2033.88 569.41 14 . 2.99 64214 2036.87 569.37 15 . 0.42 64215 2037.29 569.55 16 . 1.29 64216 2038.58 569.79 17 . 1.54 64217 2040.12 569.60 18 . 0.85 64218 2040.97 569.68 19 . 1.15 64219 2042.12 569.54 20 . 3.00 64220 2045.12 569.49 21 . 2.27 64221 2047.38 569.81 22 . 4.10 64222 2051.49 569.87 23 . 4.92 64223 2056.41 569.77 24 . 1.34 64224 2057.75 569.57 25 . 1.18 64225 2058.93 569.53 26 . 0.83 64226 2059.76 569.63 27 . 2.58 64227 2062.34 569.56 28 . 1.75 64228 2064.09 569.40 29 . 1.37 64229 2065.46 569.20 30 . 1.25 64230 2066.72 569.15 31 . 1.19 64231 2067.91 569.18 32 . 1.06 64232 2068.97 569.35 33 . 3.21 64233 2072.19 569.45 34 . 2.26 64234 2074.45 569.45 35 . 2.45 64235 2076.90 569.23 36 . 2.30 64236 2079.20 569.01 37 . 1.10 64237 2080.30 568.76 38 .07W 1.69 64238 2081.99 568.55 39 .30W 0.96 64239 2082.95 568.49 40 .35W 1.75 64240 2084.70 568.52 41 .25W 1.91 64241 2086.61 568.68 42 .11W 1.56 64242 2088.18 568.41 43 .13W 1.24 64243 2089.42 568.28 44 .34W 1.03 64244 2090.44 568.30 45 .28W 3.72 64245 2094.17 568.42 46 .19W 1.91 64246 2096.08 568.63 47 WL RB 1.37 64247 2097.45 568.86 48 . 2.00 64248 2099.45 569.06 49 . 1.48 64249 2100.92 568.98 50 . 1.07 64250 2102.00 568.80 51 TOE ROCK 0.32 64251 2102.32 569.17 52 ROCK 0.80 64252 2103.12 569.12 53 ROCK 3.03 64253 2106.15 569.60 54 ROCK 3.46 64254 2109.61 570.52 55 ROCK 2.74 64255 2112.35 570.33 56 ROCK MEETS GROUN 2.49 64256 2114.84 570.53 57 . 0.91 64257 2115.75 570.81 58 . 2.48 64258 2118.23 570.69 59 . 1.80 64259 2120.04 570.62 60 . 1.04 64260 2121.08 570.81 61 GL BOLT RB '94 JOIN 100-160 NORTH 2121.077 END HIXON CREEK X/S 4.2 PROJ 9410F082 JULY 12 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 64352 0.00 574.02 1 DUMMY 2000.00 64351 2000.00 574.02 2 FENCE 1.78 64350 2001.78 573.95 3 GL BOLT LB '94 1.12 64349 2002.90 573.91 4 . 1.06 64348 2003.96 573.61 5 EDGE 3.14 64347 2007.10 573.75 6 CL 3.94 64346 2011.04 573.61 7 EDGE 2.15 64345 2013.19 573.43 8 CLROCK BARRIER 1.49 64344 2014.68 573.25 9 . 3.60 64343 2018.28 572.51 10 . 7.76 64342 2026.04 571.13 11 BAR 3.01 64341 2029.05 570.61 12 BAR 4.69 64340 2033.73 570.51 13 BAR 1.38 64339 2035.12 570.70 14 BAR 4.62 64338 2039.73 570.45 15 BAR 3.39 64337 2043.12 569.98 16 BAR 1.81 64336 2044.93 569.88 17 BAR 3.31 64335 2048.24 569.99 18 BAR 0.78 64334 2049.03 570.10 19 BAR 2.65 64333 2051.67 570.14 20 BAR 4.63 64332 2056.30 570.02 21 BAR 3.75 64331 2060.05 570.05 22 BAR 2.51 64330 2062.56 570.14 23 BAR 6.26 64329 2068.82 569.98 24 BAR 4.07 64328 2072.89 570.04 25 BAR 5.58 64327 2078.46 569.99 26 BAR 1.08 64326 2079.55 569.38 27 BAR 1.43 64325 2080.98 568.97 28 .30W 2.19 64324 2083.17 568.87 29 .40W 1.83 64323 2085.00 568.97 30 .30W 1.35 64322 2086.34 569.42 31 BAR 1.78 64321 2088.12 569.52 32 BAR 1.44 64320 2089.56 569.38 33 BAR 1.22 64319 2090.78 569.02 34 BAR 1.56 64318 2092.34 569.03 35 BAR 0.83 64317 2093.17 569.13 36 BAR 1.15 64316 2094.32 568.65 37 BAR 0.91 64315 2095.23 568.33 38 .30W 2.35 64314 2097.59 568.42 39 .24W 1.50 64313 2099.09 568.61 40 .04W 1.06 64312 2100.15 568.74 41 .03W 2.34 64311 2102.49 568.66 42 .13W 1.36 64310 2103.85 568.79 43 .01W 0.88 64309 2104.73 568.63 44 .17W 1.37 64308 2106.10 568.60 45 TOE ROCK .21W 1.19 64307 2107.29 569.63 46 ROCK 3.13 64306 2110.42 570.21 47 ROCK 2.47 64305 2112.89 570.69 48 ROCK 3.28 64304 2116.16 570.63 49 TOP MEETS RIP 1.30 64303 2117.46 570.65 50 . 0.99 64302 2118.45 570.80 51 . 1.21 64301 2119.66 570.81 52 GL BOLT RB '94 JOIN 152-101 NORTH 2119.662 END HIXON CREEK X/S 5 PROJ 9410F082 JULY 12 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 65154 0.00 573.97 1 DUMMY 2000.00 65155 2000.00 573.97 2 FENCE LINE 1.79 65156 2001.79 573.94 3 GL BOLT LB '94 1.13 65157 2002.92 573.86 4 . 1.06 65158 2003.98 573.61 5 EDGE RD 2.89 65159 2006.87 573.71 6 CL 3.54 65160 2010.41 573.60 7 EDGE 2.44 65161 2012.85 573.38 8 CL ROCK BARRIER 1.31 65162 2014.16 573.19 9 G/L SPIKE APPRX 4.73 65163 2018.89 572.42 10 . 3.79 65164 2022.68 571.88 11 . 4.00 65165 2026.68 571.35 12 . 2.90 65166 2029.58 571.15 13 . 2.45 65167 2032.03 570.81 14 . 2.70 65168 2034.73 570.54 15 . 6.11 65169 2040.84 570.45 16 . 5.92 65170 2046.76 570.25 17 . 3.99 65171 2050.75 570.12 18 . 2.12 65172 2052.87 569.91 19 . 3.53 65173 2056.40 569.87 20 . 3.06 65174 2059.46 570.01 21 . 0.92 65175 2060.38 570.19 22 . 7.86 65176 2068.24 570.16 23 . 7.18 65177 2075.42 570.20 24 . 5.67 65178 2081.09 570.23 25 . 4.44 65179 2085.54 570.12 26 . 3.16 65180 2088.70 570.08 27 . 2.50 65181 2091.20 569.90 28 . 1.21 65182 2092.41 569.76 29 WL LB 1.79 65183 2094.19 569.53 30 .23W 2.95 65184 2097.14 569.53 31 .28W 3.26 65185 2100.41 569.63 32 .23W 1.83 65186 2102.24 569.69 33 .17W 3.01 65187 2105.25 569.88 34 WL 4.06 65188 2109.31 569.97 35 BAR 3.31 65189 2112.62 569.86 36 BAR 2.66 65190 2115.28 569.80 37 BAR 0.68 65191 2115.96 569.53 38 BAR 0.92 65192 2116.88 569.35 39 BAR 1.00 65193 2117.88 569.25 40 GL BOLT RB '94 2.27 65194 2120.15 569.16 41 .38W 0.88 65195 2121.04 569.31 42 .21W 2.03 65196 2123.07 569.66 43 BAR 2.31 65197 2125.38 569.63 44 BAR 3.38 65198 2128.76 569.59 45 BAR 0.19 65199 2128.95 569.82 46 TOP SAND 4.15 65100 2133.10 569.78 47 TOP SAND 2.57 65101 2135.67 568.80 48 TOE ROCK 0.49W 1.75 65102 2137.42 569.27 49 ROCK 2.64 65103 2140.06 570.36 50 ROCK 4.25 65104 2144.30 571.79 51 ROCK 4.28 65105 2148.58 572.43 52 ROCK 3.80 65106 2152.38 572.78 53 TOP ROCK 1.18 65107 2153.57 571.72 54 ROCK MEETS GROUN 0.44 65108 2154.01 571.88 55 GL BOLT RB '94 1.20 65109 2155.21 571.90 56 . 1.82 65110 2157.03 571.92 57 . 3.07 65111 2160.10 571.83 58 . OLD CUTTING JOIN 154-211 NORTH 2160.102 END HIXON CREEK X/S 5.1 PROJ 9410F082 JULY 12 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 65358 0.00 574.61 1 DUMMY 2000.00 65357 2000.00 574.61 2 LAWN 4.20 65356 2004.20 574.33 3 TOP 1.34 65355 2005.54 572.59 4 TOE WALL 3.04 65354 2008.58 572.55 5 DRIVEWAY 5.02 65353 2013.59 572.13 6 EDGE DRIVEWAY 1.45 65352 2015.05 571.52 7 . 2.11 65351 2017.16 571.25 8 . 2.24 65350 2019.40 570.99 9 . 3.79 65349 2023.19 570.97 10 . 3.04 65348 2026.23 571.10 11 TOE DYKE 1.00 65347 2027.23 571.21 12 . 1.68 65346 2028.90 571.66 13 . 1.72 65345 2030.62 572.19 14 TOP 1.28 65344 2031.90 572.29 15 GL BOLT LB '94 1.35 65343 2033.25 572.30 16 TOP DYKE 1.35 65342 2034.60 571.77 17 . 1.96 65341 2036.56 571.26 18 TOE DYKE SKEW 8.55 65340 2045.11 571.15 19 FENCE 2.57 65339 2047.68 570.89 20 . 9.02 65338 2056.70 570.60 21 . 4.81 65337 2061.51 570.60 22 . 8.88 65336 2070.39 570.43 23 . 4.82 65335 2075.21 570.40 24 . 2.54 65334 2077.75 570.48 25 . 0.95 65333 2078.70 570.44 26 . 2.94 65332 2081.64 570.42 27 . 3.34 65331 2084.98 570.44 28 . 1.34 65330 2086.32 570.06 29 . 1.93 65329 2088.25 569.94 30 WL LB 2.58 65328 2090.83 569.73 31 .20W 2.40 65327 2093.23 569.68 32 .28W 1.61 65326 2094.84 569.72 33 .23W 3.43 65325 2098.27 569.94 34 WL 1.92 65324 2100.19 570.06 35 BAR 3.62 65323 2103.81 569.96 36 BAR 1.85 65322 2105.66 569.74 37 BAR 0.51 65321 2106.17 569.52 38 WL 0.51 65320 2106.69 569.35 39 .15W 0.89 65319 2107.58 569.25 40 GL BOLT RB '94 1.86 65318 2109.44 569.18 41 .34 0.56 65317 2110.01 569.26 42 .26W 1.04 65316 2111.05 569.51 43 BAR 1.18 65315 2112.23 569.71 44 BAR 2.76 65314 2114.99 569.75 45 BAR 3.43 65313 2118.42 569.78 46 BAR 2.82 65312 2121.24 569.64 47 BAR 1.11 65311 2122.36 569.26 48 BAR 0.85 65310 2123.21 568.97 49 BAR 0.85 65309 2124.06 568.73 50 TOE RIPRAP .54W 1.22 65308 2125.28 569.72 51 RIPRAP 2.87 65307 2128.14 570.71 52 RIPRAP 2.69 65306 2130.83 571.65 53 RIPRAP 1.98 65305 2132.81 571.80 54 GROUND MEETS RIP 1.43 65304 2134.24 571.96 55 . 1.18 65303 2135.42 571.86 56 . 1.26 65302 2136.68 571.70 57 . 1.88 65301 2138.57 571.77 58 GL BOLT RB '94 JOIN 158-101 NORTH 2138.566 END HIXON CREEK X/S 5.2 PROJ 9410F082 JULY 15 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 65449 0.00 572.59 1 DUMMY 2000.00 65448 2000.00 572.59 2 BASE-STEPS 3.98 65447 2003.98 572.54 3 . 7.76 65446 2011.74 572.25 4 . 6.87 65445 2018.61 571.98 5 . 2.16 65444 2020.77 572.03 6 . 2.21 65443 2022.98 572.19 7 . 2.59 65442 2025.56 572.45 8 . 2.24 65441 2027.80 572.67 9 TOP 2.12 65440 2029.92 572.61 10 GL BOLT LB '94 0.55 65439 2030.47 572.55 11 TOP 1.49 65438 2031.96 571.62 12 TOE 4.02 65437 2035.97 571.64 13 BAR 5.48 65436 2041.45 571.54 14 BAR 4.40 65435 2045.85 571.49 15 BAR 7.65 65434 2053.50 571.22 16 BAR 8.94 65433 2062.44 571.03 17 BAR 5.04 65432 2067.48 571.01 18 BAR 6.23 65431 2073.70 570.90 19 BAR 5.09 65430 2078.79 570.68 20 BAR 1.62 65429 2080.41 570.15 21 BAR 2.91 65428 2083.32 569.78 22 .30W 1.63 65427 2084.95 569.70 23 .34W 1.93 65426 2086.88 569.84 24 .21W 1.63 65425 2088.51 570.00 25 .04W 3.00 65424 2091.52 570.08 26 BAR 2.50 65423 2094.02 569.96 27 .13W 0.84 65422 2094.86 570.05 28 .02W 1.69 65421 2096.55 570.03 29 .06W 1.70 65420 2098.26 569.99 30 .02W 1.27 65419 2099.53 569.67 31 .05W 1.09 65418 2100.62 569.34 32 .25W 1.47 65417 2102.08 568.96 33 .63W 1.20 65416 2103.28 569.02 34 TOE ROCK .55W 1.09 65415 2104.37 570.46 35 GROIN 1.55 65414 2105.93 570.81 36 . 3.38 65413 2109.31 570.93 37 . 2.64 65412 2111.95 571.11 38 GROIN 1.2M HR 4.09 65411 2116.04 571.34 39 TOP ROCK 2.44 65410 2118.47 571.76 40 TOP ROCK 2.12 65409 2120.60 572.45 41 TOP ROCK 2.68 65408 2123.28 572.61 42 TOP ROCK 0.96 65407 2124.24 572.67 43 TOP ROCK 1.41 65406 2125.66 572.43 44 TOP ROCK 0.51 65405 2126.17 571.78 45 NAT.TOP ED.BANK 0.29 65404 2126.46 571.87 46 GL BOLT RB '94 1.49 65403 2127.95 571.84 47 . 1.52 65402 2129.48 571.76 48 . 2.16 65401 2131.63 571.55 49 . JOIN 149-101 NORTH 2131.632 END HIXON CREEK X/S 6 PROJ 9410F082 JULY 12 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 66154 0.00 572.64 1 DUMMY 2000.00 66153 2000.00 572.64 2 GL BOLT LB '88 0.45 66152 2000.45 572.67 3 . 0.91 66151 2001.37 572.69 4 TOP 0.77 66150 2002.14 572.43 5 . 0.71 66149 2002.85 572.06 6 TOE 2.58 66148 2005.43 572.03 7 . 3.20 66147 2008.62 572.05 8 . 0.85 66146 2009.48 571.80 9 . 2.86 66145 2012.34 571.83 10 . 2.28 66144 2014.62 571.86 11 . 2.12 66143 2016.74 571.96 12 . 5.26 66142 2022.00 571.81 13 . 5.04 66141 2027.04 571.78 14 FENCE 2.35 66140 2029.38 571.83 15 . 4.10 66139 2033.48 571.56 16 . 6.29 66138 2039.77 571.25 17 . 5.53 66137 2045.30 571.12 18 . 6.42 66136 2051.72 570.74 19 . 4.83 66135 2056.55 570.48 20 . 4.21 66134 2060.76 570.29 21 . 1.73 66133 2062.50 570.29 22 . 1.26 66132 2063.76 570.17 23 WL LB 1.12 66131 2064.88 570.00 24 .16W 3.32 66130 2068.20 569.87 25 .32W 2.69 66129 2070.89 569.92 26 .24W 2.49 66128 2073.38 570.15 27 WL RB 1.87 66127 2075.25 570.22 28 BAR 4.82 66126 2080.06 570.00 29 BAR 2.32 66125 2082.38 569.95 30 BAR 0.97 66124 2083.35 569.58 31 BAR 1.43 66123 2084.78 569.42 32 GL BOLT RB '94 1.54 66122 2086.32 569.36 33 .34W 1.40 66121 2087.72 569.44 34 .26W 1.26 66120 2088.98 569.64 35 BAR 0.84 66119 2089.81 569.77 36 BAR 0.82 66118 2090.64 569.94 37 BAR 2.38 66117 2093.02 570.01 38 BAR 2.44 66116 2095.46 570.03 39 BAR 3.05 66115 2098.51 569.89 40 . 1.83 66114 2100.35 569.83 41 . 0.83 66113 2101.18 569.68 42 . 0.75 66112 2101.92 569.42 43 . 1.21 66111 2103.13 569.09 44 .33W 0.77 66110 2103.90 569.07 45 .35W.TOE RIPRAP 1.85 66109 2105.75 570.13 46 RIPRAP 2.40 66108 2108.16 570.82 47 RIPRAP 2.27 66107 2110.43 571.50 48 RIPRAP 2.48 66106 2112.91 571.78 49 RIPRAP 0.77 66105 2113.68 571.57 50 TOP BANK RIPRAP 0.81 66104 2114.49 571.72 51 . 1.52 66103 2116.01 571.70 52 . 2.30 66102 2118.31 571.68 53 . 3.42 66101 2121.73 571.69 54 GL BOLT RB '94 JOIN 154-101 NORTH 2121.735 END HIXON CREEK X/S 7 PROJ 9410F082 JULY 11 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 67100 0.00 572.99 1 DUMMY 2000.00 67101 2000.00 572.99 2 . 5.45 67102 2005.45 572.97 3 . 4.41 67103 2009.86 572.85 4 . 2.88 67104 2012.74 572.50 5 TOE DITCH SKEW 2.23 67105 2014.97 572.44 6 TOE DITCH SKEW 3.65 67106 2018.62 572.45 7 2.0M WIDE DITCH 2.01 67107 2020.63 572.94 8 TOP LAWN 7.29 67108 2027.92 572.79 9 LAWN 9.22 67109 2037.14 572.62 10 LAWN 7.68 67110 2044.82 572.50 11 EDGE LAWN 3.79 67111 2048.61 572.49 12 . 1.47 67112 2050.08 572.64 13 . 3.56 67113 2053.64 572.71 14 . 3.34 67114 2056.98 572.64 15 . 1.52 67115 2058.50 572.57 16 . 1.32 67116 2059.82 572.36 17 . 1.61 67117 2061.44 572.44 18 . 2.60 67118 2064.03 572.60 19 . 2.99 67119 2067.02 572.42 20 . 2.99 67120 2070.01 572.27 21 . 1.32 67121 2071.33 572.25 22 GL BOLT LB '88 3.08 67122 2074.40 572.21 23 . 1.29 67123 2075.70 572.32 24 . 1.17 67124 2076.87 572.19 25 . 4.31 67125 2081.18 572.17 26 . 3.13 67126 2084.31 572.08 27 . 1.92 67127 2086.23 571.96 28 . 1.31 67128 2087.54 572.11 29 . 2.49 67129 2090.03 572.08 30 . 5.23 67130 2095.26 572.13 31 . 2.94 67131 2098.20 572.22 32 . 1.79 67132 2099.99 572.22 33 . 1.03 67133 2101.02 571.97 34 . 2.32 67134 2103.34 571.71 35 FENCE 2.09 67135 2105.43 571.56 36 . 2.07 67136 2107.50 571.57 37 . 2.55 67137 2110.05 571.68 38 TOP CUT BANK 0.01 67138 2110.06 570.92 39 TOE CUT BANK 1.33 67139 2111.39 570.49 40 . 0.81 67140 2112.19 570.32 41 WL LB 1.60 67141 2113.79 570.15 42 .18W 2.35 67142 2116.14 570.21 43 .1W 1.63 67143 2117.77 570.20 44 .13W 2.16 67144 2119.93 570.16 45 .18W 2.72 67145 2122.65 569.86 46 .52W 1.90 67146 2124.55 569.76 47 .60W 1.16 67147 2125.71 569.67 48 .65W TOE ROCK 0.83 67148 2126.54 570.33 49 WL RB 0.79 67149 2127.32 571.14 50 . 3.16 67150 2130.48 571.97 51 . 0.88 67151 2131.36 572.15 52 . 0.82 67152 2132.18 572.66 53 TOP 1.03 67153 2133.21 572.41 54 . 1.22 67154 2134.44 572.33 55 . 2.33 67155 2136.76 572.27 56 . 2.02 67156 2138.79 572.13 57 . 1.79 67157 2140.57 572.11 58 . 1.11 67158 2141.69 572.11 59 RIPRAP MEETS GRD 0.14 67159 2141.82 572.35 60 NORM GROUND 0.52 67160 2142.34 572.68 61 TOP 0.61 67161 2142.96 572.61 62 . 0.85 67162 2143.80 572.65 63 GL BOLT RB '88 1.39 67163 2145.20 572.62 64 . 2.44 67164 2147.64 572.21 65 . 2.72 67165 2150.36 572.28 66 . 2.11 67166 2152.47 572.37 67 . 2.02 67167 2154.49 572.44 68 . 1.75 67168 2156.24 572.69 69 . 2.62 67169 2158.86 572.55 70 . 2.17 67170 2161.04 572.31 71 . 2.77 67171 2163.80 572.62 72 . 2.80 67172 2166.60 572.89 73 . 5.09 67173 2171.69 573.12 74 . 1.59 67174 2173.28 572.96 75 . 1.38 67175 2174.66 572.94 76 TOE HWY 1.35 67176 2176.02 573.36 77 ON SLOPE 2.04 67177 2178.06 574.08 78 ON SLOPE JOIN 100-177 NORTH 2178.059 END HIXON CREEK X/S 7.1 PROJ 9410F082 JULY 11 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 67134 0.00 574.75 1 DUMMY 2000.00 67133 2000.00 574.75 2 BENCH 3.26 67132 2003.26 574.90 3 . 6.41 67131 2009.68 574.78 4 GARDEN 1.16 67130 2010.83 574.39 5 . 2.01 67129 2012.84 574.25 6 . 6.80 67128 2019.64 573.43 7 . 4.56 67127 2024.20 573.10 8 . 9.56 67126 2033.76 572.66 9 . 12.31 67125 2046.08 572.48 10 . 3.54 67124 2049.62 572.36 11 . 2.07 67123 2051.69 572.66 12 . 4.90 67122 2056.59 572.50 13 . 1.48 67121 2058.07 572.75 14 . 2.41 67120 2060.48 572.53 15 . 2.32 67119 2062.81 572.36 16 . 1.34 67118 2064.14 572.31 17 . 1.72 67117 2065.86 572.60 18 . 6.79 67116 2072.65 572.25 19 GL BOLT LB '88 1.94 67115 2074.59 572.20 20 . 1.93 67114 2076.52 572.31 21 . 1.79 67113 2078.31 572.19 22 . 4.10 67112 2082.42 572.25 23 . 3.72 67111 2086.13 572.12 24 . 2.21 67110 2088.34 572.24 25 . 3.10 67109 2091.45 572.06 26 . 2.61 67108 2094.06 572.07 27 . 2.39 67107 2096.46 572.18 28 . 3.17 67106 2099.63 572.26 29 . 2.48 67105 2102.11 572.03 30 . 0.61 67104 2102.72 571.76 31 . 1.70 67103 2104.42 571.69 32 BOLT LB '94 1.66 67102 2106.08 571.64 33 . 2.16 67101 2108.23 571.78 34 . 2.74 67100 2110.97 571.71 35 TOP CUT BANK 0.18 67199 2111.15 570.82 36 . 0.42 67198 2111.57 570.63 37 . 1.57 67197 2113.14 570.34 38 WL LB 2.09 67196 2115.23 570.18 39 .18W 2.46 67195 2117.69 570.23 40 .12W 2.04 67194 2119.73 570.17 41 .18W 1.78 67193 2121.51 569.96 42 .42W 1.54 67192 2123.04 569.66 43 .72W 0.66 67191 2123.71 569.68 44 .68W 1.08 67190 2124.79 569.89 45 .44W 0.80 67189 2125.59 569.63 46 .7W TOE ROCK 0.51 67188 2126.10 570.35 47 WL RB 0.68 67187 2126.78 571.02 48 . 1.21 67186 2128.00 571.32 49 . 2.33 67185 2130.33 572.19 50 . 2.18 67184 2132.51 572.91 51 . 1.08 67183 2133.60 573.44 52 TOP RIPRAP 1.04 67182 2134.64 573.42 53 SHOULDER RIPRAP 0.06 67181 2134.70 573.42 54 SHOULDER RIPRAP 2.41 67180 2137.11 573.46 55 GL BOLT RB '94 2.23 67179 2139.35 573.37 56 TOE CUT SHOULDER 3.17 67178 2142.52 575.72 57 ON-SLOPE JOIN 234-178 NORTH 2142.521 END HIXON CREEK X/S 7.2 PROJ 9410F082 JULY 20 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 67299 0.00 574.50 1 DUMMY 2000.00 67300 2000.00 574.50 2 UPPER LAWN 7.93 67301 2007.93 574.31 3 LAWN 5.03 67302 2012.96 573.50 4 . 4.49 67303 2017.45 573.03 5 . 8.27 67304 2025.71 572.82 6 . 7.41 67305 2033.12 572.79 7 . 8.17 67306 2041.29 572.90 8 . 2.99 67307 2044.29 573.27 9 . 3.89 67308 2048.18 573.17 10 . 4.43 67309 2052.61 572.96 11 . 8.00 67310 2060.60 572.80 12 . 6.90 67311 2067.50 572.81 13 . 3.92 67312 2071.42 572.48 14 . 2.77 67313 2074.19 572.30 15 DITCH 4.87 67314 2079.06 572.26 16 DITCH 3.55 67315 2082.62 572.34 17 TOE DITCH 5.53 67316 2088.14 572.78 18 . 3.87 67317 2092.01 572.71 19 . 5.20 67318 2097.21 572.69 20 GL BOLT LB '94 0.64 67319 2097.84 572.60 21 FENCE 1.34 67320 2099.19 572.46 22 . 1.76 67321 2100.95 572.37 23 . 1.71 67322 2102.66 572.42 24 TOP CUT 0.24 67323 2102.90 571.73 25 TOE CUT 1.16 67324 2104.06 571.15 26 . 1.02 67325 2105.08 570.94 27 TOE RIVER 1.44 67326 2106.53 570.70 28 . 2.23 67327 2108.76 570.55 29 W.270 2.88 67328 2111.64 570.57 30 W.250 1.25 67329 2112.89 570.55 31 W.260 1.38 67330 2114.28 570.49 32 W.370 2.15 67331 2116.43 570.48 33 W.370 1.87 67332 2118.30 570.52 34 TOE .340 2.45 67333 2120.74 571.69 35 . 1.55 67334 2122.29 572.05 36 TRASH 1994 3.86 67335 2126.16 573.75 37 ON RIPRAP 2.51 67336 2128.67 574.62 38 ON SLOPE 1.35 67337 2130.03 575.06 39 TOP RIPRAP 0.67 67338 2130.70 575.04 40 TOP DYKE 2.09 67339 2132.79 575.10 41 GL BOLT RB '94 2.28 67340 2135.07 575.11 42 TOP DYKE 2.27 67341 2137.34 575.04 43 TOE SLOPE 1.31 67342 2138.65 576.72 44 ON SLOPE 1.55 67343 2140.20 578.49 45 TOP CUT JOIN 199-243 NORTH 2140.195 END HIXON CREEK X/S 7.3 PROJ 9410F082 JULY 20 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 67399 0.00 573.58 1 DUMMY 2000.00 67400 2000.00 573.58 2 . 8.16 67401 2008.16 573.69 3 . 1.96 67402 2010.12 573.62 4 . 2.02 67403 2012.14 573.68 5 . 3.37 67404 2015.51 573.34 6 . 1.87 67405 2017.38 573.15 7 . 1.76 67406 2019.14 573.05 8 . 3.09 67407 2022.24 573.07 9 . 0.79 67408 2023.02 573.15 10 FENCE CORNER 0.90 67409 2023.92 573.17 11 GL BOLT LB '94 1.62 67410 2025.54 573.12 12 TOE SPOIL 0.92 67411 2026.46 573.42 13 . 0.60 67412 2027.06 573.69 14 TOP GRAVEL 0.79 67413 2027.85 573.37 15 . 1.11 67414 2028.96 572.86 16 . 0.98 67415 2029.94 572.02 17 . 0.84 67416 2030.78 571.70 18 . 1.53 67417 2032.31 571.51 19 . 1.53 67418 2033.84 571.05 20 TOE RIVER 1.32 67419 2035.16 570.74 21 W.380 1.24 67420 2036.40 570.64 22 W.520 1.03 67421 2037.42 570.73 23 W.430 1.57 67422 2039.00 570.92 24 W.170 1.27 67423 2040.26 571.17 25 BAR 2.33 67424 2042.59 571.32 26 . 1.51 67425 2044.10 571.54 27 . 2.17 67426 2046.26 571.58 28 . 1.82 67427 2048.09 571.43 29 . 1.29 67428 2049.38 571.46 30 TOE RIPRAP 2.81 67429 2052.19 572.80 31 . 3.47 67430 2055.67 574.23 32 . 2.20 67431 2057.87 574.97 33 . 0.70 67432 2058.57 575.64 34 TOP RIPRAP 2.07 67433 2060.64 575.63 35 . 1.44 67434 2062.08 575.70 36 GL BOLT RB '94 0.90 67435 2062.97 575.65 37 EDGE DYKE 0.36 67436 2063.33 575.78 38 TOP 2.03 67437 2065.37 576.26 39 . 4.11 67438 2069.47 576.82 40 . 0.93 67439 2070.40 576.76 41 TOP FILL 0.68 67440 2071.08 576.49 42 . 0.71 67441 2071.79 576.61 43 TOE SLOP 2.57 67442 2074.36 578.29 44 ON SLOPE 1.33 67443 2075.69 578.34 45 ON SLOPE 2.30 67444 2077.99 578.61 46 ON SLOPE 1.18 67445 2079.17 578.92 47 ON SLOPE 1.46 67446 2080.62 579.87 48 ON SLOPE JOIN 199-246 NORTH 2080.622 END HIXON CREEK X/S 8 PROJ 9410F082 JULY 13 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 68156 0.00 573.12 1 DUMMY 2000.00 68155 2000.00 573.12 2 FENCE 1.72 68154 2001.72 573.10 3 GL BOLT LB '94 1.59 68153 2003.31 573.20 4 . 10.24 68152 2013.55 573.33 5 . 7.25 68151 2020.80 573.56 6 . 6.03 68150 2026.83 573.63 7 . 0.97 68149 2027.80 573.62 8 . 7.75 68148 2035.55 573.61 9 . 6.53 68147 2042.08 573.54 10 . 7.29 68146 2049.37 573.67 11 . 1.25 68145 2050.62 573.79 12 . 3.83 68144 2054.45 573.95 13 . 4.23 68143 2058.68 573.85 14 . 2.75 68142 2061.43 573.89 15 . 4.15 68141 2065.58 573.76 16 . 2.40 68140 2067.99 573.74 17 FENCE LINE 2.60 68139 2070.59 573.71 18 TOE 0.67 68138 2071.26 574.08 19 . 1.18 68137 2072.44 574.77 20 TOP 0.29 68136 2072.72 574.76 21 TOP 0.44 68135 2073.17 574.61 22 TOP 1.13 68134 2074.30 573.57 23 GL BOLT LB '94 1.14 68133 2075.43 572.78 24 . 1.06 68132 2076.50 572.13 25 . 0.42 68131 2076.92 572.01 26 .08W TOE ROCK 0.55 68130 2077.47 571.97 27 .11W 1.44 68129 2078.92 571.92 28 16W 1.75 68128 2080.67 571.92 29 .18W 1.39 68127 2082.05 572.01 30 .08W 1.27 68126 2083.33 571.88 31 .23W 2.25 68125 2085.58 571.90 32 .20W 1.61 68124 2087.19 571.96 33 .12W 2.32 68123 2089.51 571.97 34 .11W 2.61 68122 2092.12 571.98 35 .06W 1.25 68121 2093.37 571.86 36 .08W 0.80 68120 2094.16 571.61 37 .30W 1.64 68119 2095.81 571.49 38 .43W 1.15 68118 2096.95 571.63 39 .28W 1.04 68117 2097.99 571.90 40 TOE ROCK WL RB 1.75 68116 2099.74 572.50 41 ROCK 1.04 68115 2100.78 573.22 42 ROCK 2.84 68114 2103.62 574.00 43 ROCK 1.34 68113 2104.96 574.91 44 ROCK 1.00 68112 2105.97 575.20 45 TOP RIPRAP 1.29 68111 2107.26 575.21 46 . 2.96 68110 2110.22 575.29 47 . 1.37 68109 2111.60 575.25 48 BOLT RB '94 6.97 68108 2118.56 575.33 49 . 6.13 68107 2124.69 575.33 50 . 6.03 68106 2130.72 575.51 51 . 4.28 68105 2135.00 575.79 52 TOE SLOPE 2.72 68104 2137.72 576.29 53 . 2.62 68103 2140.34 576.86 54 . 2.66 68102 2143.01 578.34 55 . 0.24 68101 2143.25 578.42 56 GL BOLT RB '88 JOIN 156-101 NORTH 2143.247 END HIXON CREEK X/S 8.1 PROJ 9410F082 JULY 19 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 68965 0.00 575.33 1 DUMMY 2000.00 68964 2000.00 575.33 2 . 6.71 68963 2006.71 575.01 3 TOP BANK SHED 3.25 68962 2009.95 573.90 4 TOE BANK 21.31 68961 2031.26 574.13 5 . 19.16 68960 2050.42 573.66 6 . 7.47 68959 2057.89 574.15 7 . 12.23 68958 2070.12 574.60 8 . 11.69 68957 2081.82 574.68 9 . 13.64 68956 2095.46 574.92 10 . 6.15 68955 2101.61 574.99 11 FENCE 0.58 68954 2102.19 575.01 12 GL BOLT LB '94 1.96 68953 2104.15 575.16 13 TOE SPOIL 1.33 68952 2105.47 575.82 14 . 0.55 68951 2106.02 575.96 15 TO 1.34 68950 2107.37 574.05 16 . 1.60 68949 2108.97 573.00 17 . 0.64 68948 2109.61 572.82 18 TOE LB 2.28 68947 2111.89 572.90 19 BAR 1.06 68946 2112.95 572.95 20 BAR 0.98 68945 2113.93 572.90 21 BAR 0.91 68944 2114.84 572.86 22 BAR 1.12 68943 2115.96 572.82 23 BAR 1.51 68942 2117.47 572.54 24 w0.25 1.95 68941 2119.42 572.30 25 W0.45 1.31 68940 2120.72 572.21 26 W0.53 1.48 68939 2122.20 572.36 27 W0.3 2.09 68938 2124.29 572.44 28 W0.31 2.21 68937 2126.50 572.59 29 W0016 2.56 68936 2129.06 572.62 30 W0013 2.34 68935 2131.40 572.51 31 W0023 1.65 68934 2133.05 572.36 32 W0.35 1.45 68933 2134.50 572.56 33 W0.18 1.86 68932 2136.36 572.73 34 . 0.75 68931 2137.10 572.97 35 TOE CUT 0.73 68930 2137.83 573.93 36 TOP CUT 0.99 68929 2138.82 573.90 37 . 0.58 68928 2139.41 574.11 38 . 1.49 68927 2140.90 573.77 39 . 1.02 68926 2141.92 574.02 40 . 1.63 68925 2143.55 574.13 41 . 2.17 68924 2145.72 574.39 42 . 1.17 68923 2146.89 574.06 43 . 0.95 68922 2147.84 574.19 44 . 0.76 68921 2148.60 573.94 45 . 0.91 68920 2149.51 573.93 46 . 1.28 68919 2150.79 574.06 47 . 1.93 68918 2152.72 574.17 48 . 1.11 68917 2153.83 574.22 49 . 2.37 68916 2156.20 574.20 50 . 1.74 68915 2157.94 574.08 51 . 4.13 68914 2162.07 574.05 52 . 1.10 68913 2163.17 574.37 53 . 1.18 68912 2164.36 574.53 54 GL BOLT RB '94 1.37 68911 2165.73 574.60 55 . 1.37 68910 2167.09 574.37 56 . 1.39 68909 2168.48 574.27 57 . 2.16 68908 2170.64 574.39 58 . 1.06 68907 2171.71 574.74 59 . 2.46 68906 2174.17 574.85 60 CL ROAD JOIN 965-906 NORTH 2174.167 END HIXON CREEK X/S 8.2 PROJ 9410F082 JULY 15 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 68271 0.00 575.97 1 DUMMY 2000.00 68270 2000.00 575.97 2 SHED 1.92 68269 2001.92 575.85 3 . 2.14 68268 2004.06 576.04 4 TOP 2.06 68267 2006.11 575.52 5 . 2.65 68266 2008.76 575.08 6 . 11.59 68265 2020.36 575.08 7 . 6.98 68264 2027.33 574.70 8 . 0.91 68263 2028.25 574.46 9 . 4.19 68262 2032.44 574.60 10 . 1.79 68261 2034.23 574.79 11 . 9.47 68260 2043.70 574.73 12 . 9.35 68259 2053.05 574.75 13 . 6.82 68258 2059.87 574.77 14 . 10.50 68257 2070.37 574.94 15 . 9.60 68256 2079.96 574.69 16 . 4.80 68255 2084.76 574.69 17 . 2.58 68254 2087.34 574.86 18 TOE 2.96 68253 2090.31 575.21 19 . 1.89 68252 2092.20 575.70 20 . 1.40 68251 2093.60 576.24 21 . 1.17 68250 2094.78 576.88 22 TOP 1.82 68249 2096.60 576.83 23 GL BOLT LB '94 0.66 68248 2097.26 576.79 24 . 1.37 68247 2098.63 576.81 25 SHOULDER 0.98 68246 2099.61 576.72 26 TOP ROCK 0.96 68245 2100.57 575.86 27 ROCK 4.69 68244 2105.25 574.53 28 ROCK 2.04 68243 2107.30 573.36 29 TOE ROCK 1.00 68242 2108.30 573.27 30 BAR 1.10 68241 2109.40 573.34 31 BAR 1.30 68240 2110.70 573.47 32 BAR 1.88 68239 2112.58 573.36 33 .09W 4.10 68238 2116.67 573.32 34 .08W 3.65 68237 2120.32 573.30 35 .05W 2.58 68236 2122.90 573.22 36 .05W 2.36 68235 2125.27 572.94 37 .14W 2.23 68234 2127.49 572.86 38 .1W 1.48 68233 2128.98 572.64 39 .30W 1.11 68232 2130.08 572.49 40 .40W 1.23 68231 2131.31 572.56 41 .30W 1.43 68230 2132.74 572.85 42 BAR 1.46 68229 2134.20 573.07 43 BAR 1.19 68228 2135.39 573.33 44 TOP BAR 1.73 68227 2137.12 573.20 45 . 0.85 68226 2137.97 572.91 46 . 1.31 68225 2139.28 572.62 47 .24W 1.56 68224 2140.84 572.63 48 .25W 1.57 68223 2142.42 572.61 49 .28W 1.52 68222 2143.94 572.75 50 .14W 0.97 68221 2144.91 573.01 51 TOE CUT BANK 0.18 68220 2145.09 574.52 52 TOP CUT BANK 2.56 68219 2147.64 574.52 53 . 2.53 68218 2150.17 574.55 54 . 2.80 68217 2152.97 574.55 55 . 2.65 68216 2155.62 574.47 56 . 3.57 68215 2159.19 574.77 57 . 3.99 68214 2163.18 574.77 58 TOE 1.90 68213 2165.07 575.93 59 TOP 1.55 68212 2166.63 576.02 60 . 1.12 68211 2167.74 576.26 61 OLD FENCE LINE 1.29 68210 2169.04 576.20 62 . 0.91 68209 2169.95 576.02 63 . 1.30 68208 2171.24 575.99 64 . 1.13 68207 2172.37 576.25 65 . 1.05 68206 2173.42 576.22 66 GL BOLT RB '94 2.65 68205 2176.06 576.15 67 . 4.59 68204 2180.65 575.95 68 . 3.00 68203 2183.65 575.95 69 . 4.28 68202 2187.94 576.02 70 . 3.03 68201 2190.96 576.47 71 . JOIN 171-101 NORTH 2190.963 END HIXON CREEK X/S 9 PROJ 9410F082 JULY 13 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 69175 0.00 575.60 1 DUMMY 2000.00 69174 2000.00 575.60 2 . 8.40 69173 2008.40 575.46 3 CL ROAD 6.93 69172 2015.33 575.48 4 . 5.26 69171 2020.59 575.54 5 CL ROAD 3.97 69170 2024.55 575.42 6 . 7.68 69169 2032.23 575.48 7 EDGE SHED 5.02 69168 2037.25 575.66 8 EDGE SHED 3.96 69167 2041.22 575.70 9 NORMAL GROUND 3.72 69166 2044.93 575.69 10 NORMAL GROUND 2.66 69165 2047.59 575.47 11 . 2.79 69164 2050.37 575.21 12 . 5.32 69163 2055.69 575.01 13 . 7.25 69162 2062.94 574.97 14 . 5.61 69161 2068.55 574.75 15 . 7.66 69160 2076.21 574.69 16 . 5.14 69159 2081.35 574.88 17 . 7.65 69158 2089.00 574.63 18 . 3.36 69157 2092.36 574.84 19 . 4.78 69156 2097.14 575.03 20 . 4.55 69155 2101.70 575.43 21 GL BOLT LB '94 1.03 69154 2102.72 575.47 22 . 2.51 69153 2105.23 575.42 23 . 2.40 69152 2107.63 575.69 24 TOE 1.27 69151 2108.90 575.96 25 . 1.56 69150 2110.46 576.36 26 . 1.45 69149 2111.91 576.84 27 TOP 1.42 69148 2113.32 576.91 28 . 1.58 69147 2114.90 576.91 29 . 0.96 69146 2115.86 576.77 30 TOP LB 2.49 69145 2118.35 575.92 31 . ROCK 2.17 69144 2120.52 575.01 32 . ROCK 1.55 69143 2122.06 574.12 33 . ROCK 1.33 69142 2123.39 574.02 34 . ROCK 0.76 69141 2124.15 573.42 35 TOE ROCK .15W 2.00 69140 2126.15 573.42 36 .14W 2.21 69139 2128.36 573.32 37 .26W 2.95 69138 2131.32 573.38 38 .18W 3.02 69137 2134.33 573.28 39 .25W 2.02 69136 2136.36 573.34 40 .20W 2.51 69135 2138.87 573.45 41 .1W 1.53 69134 2140.41 573.71 42 . 1.48 69133 2141.89 574.02 43 . 0.98 69132 2142.87 574.02 44 . 0.74 69131 2143.61 574.50 45 . 1.50 69130 2145.11 574.90 46 . 1.84 69129 2146.95 574.43 47 . 2.24 69128 2149.19 574.46 48 . 2.58 69127 2151.77 574.42 49 . 2.01 69126 2153.78 574.61 50 . 1.01 69125 2154.78 573.72 51 . 0.86 69124 2155.64 573.62 52 . 1.07 69123 2156.71 573.69 53 . 1.03 69122 2157.74 573.86 54 . 1.38 69121 2159.12 574.03 55 . 1.29 69120 2160.41 574.08 56 . 1.48 69119 2161.88 574.08 57 . 1.55 69118 2163.43 573.88 58 . 2.00 69117 2165.43 573.69 59 . 2.30 69116 2167.73 573.45 60 . 1.15 69115 2168.88 573.22 61 .08W 2.28 69114 2171.17 573.08 62 .25W 2.40 69113 2173.57 573.04 63 .28W 1.83 69112 2175.40 573.22 64 .08W 0.79 69111 2176.19 573.66 65 TOE CUT BANK 0.22 69110 2176.41 575.09 66 TOP CUT BANK 2.57 69109 2178.97 575.10 67 . 3.07 69108 2182.04 575.11 68 . 4.17 69107 2186.21 575.17 69 . 1.76 69106 2187.98 575.09 70 . 1.21 69105 2189.19 575.60 71 . 2.57 69104 2191.76 575.64 72 . 0.70 69103 2192.46 575.76 73 . 0.95 69102 2193.41 576.18 74 TOP 2.07 69101 2195.48 576.32 75 GL BOLT RB '94 JOIN 175-101 NORTH 2195.477 END HIXON CREEK X/S 9.1 PROJ 9410F082 JULY 13 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 69204 0.00 576.42 1 DUMMY 2000.00 69203 2000.00 576.42 2 ON SLOPE 20.44 69202 2020.44 575.79 3 ON SLOPE 8.22 69201 2028.67 574.96 4 TOE SLOPE 3.75 69200 2032.42 575.07 5 . 1.79 69299 2034.20 575.24 6 . 5.85 69298 2040.06 575.42 7 . 3.99 69297 2044.04 575.57 8 CL. 2.46 69296 2046.51 575.49 9 . 4.65 69295 2051.16 575.50 10 TOP 2.42 69294 2053.59 575.26 11 . 1.63 69293 2055.21 575.09 12 TOE 3.59 69292 2058.80 575.08 13 FENCE 0.93 69291 2059.73 575.24 14 . 13.35 69290 2073.08 575.46 15 FENCE 2.56 69289 2075.64 575.51 16 . 3.49 69288 2079.13 575.61 17 TOP 1.47 69287 2080.61 575.38 18 . 2.52 69286 2083.13 575.01 19 TOE 2.10 69285 2085.22 575.01 20 . 4.61 69284 2089.84 575.16 21 . 5.47 69283 2095.31 575.37 22 . 4.40 69282 2099.70 575.42 23 . 5.69 69281 2105.39 575.02 24 . 6.34 69280 2111.73 574.85 25 . 0.05 69279 2111.77 574.85 26 . 4.21 69278 2115.99 574.92 27 . 4.67 69277 2120.66 574.80 28 . 3.93 69276 2124.59 574.72 29 . 5.86 69275 2130.45 574.92 30 . 3.52 69274 2133.97 575.14 31 . 3.21 69273 2137.18 575.40 32 GL BOLT LB '94 0.80 69272 2137.97 575.50 33 . 1.75 69271 2139.73 575.52 34 . 2.76 69270 2142.49 575.51 35 TOE 1.24 69269 2143.73 575.80 36 . 1.10 69268 2144.83 576.19 37 . 2.11 69267 2146.94 576.80 38 TOP 1.66 69266 2148.60 576.83 39 GL BOLT LB '94 1.53 69265 2150.13 576.85 40 TOP 0.98 69264 2151.11 576.79 41 . 1.32 69263 2152.43 576.24 42 . 2.60 69262 2155.03 574.85 43 ROCK 2.56 69261 2157.59 573.66 44 TOE ROCK 1.31 69260 2158.90 573.50 45 .08W 1.58 69259 2160.48 573.31 46 .25W 1.37 69258 2161.85 573.37 47 .20W 2.20 69257 2164.05 573.36 48 .24W 3.20 69256 2167.25 573.28 49 .32W 2.45 69255 2169.70 573.35 50 .22W 1.18 69254 2170.88 573.56 51 BAR 0.86 69253 2171.74 573.90 52 BAR 1.80 69252 2173.55 573.96 53 BAR 1.23 69251 2174.78 574.20 54 BAR 0.20 69250 2174.98 574.47 55 BAR 2.53 69249 2177.51 574.43 56 BAR 1.70 69248 2179.20 574.47 57 BAR 0.80 69247 2180.01 574.88 58 BAR 1.89 69246 2181.89 574.73 59 BAR 1.82 69245 2183.71 574.52 60 BAR 1.47 69244 2185.18 574.65 61 BAR 2.11 69243 2187.29 574.71 62 BAR 0.67 69242 2187.96 574.59 63 BAR 3.71 69241 2191.67 574.63 64 BAR 0.25 69240 2191.92 574.29 65 BAR 0.51 69239 2192.43 574.04 66 BAR 2.32 69238 2194.76 574.18 67 BAR 2.95 69237 2197.71 573.88 68 BAR 1.82 69236 2199.52 573.97 69 BAR 1.90 69235 2201.42 574.00 70 BAR 2.69 69234 2204.11 573.61 71 BAR 1.32 69233 2205.43 573.38 72 .15W 1.99 69232 2207.42 573.29 73 .26W 2.16 69231 2209.58 573.26 74 .29W 1.07 69230 2210.65 573.36 75 .16W 0.59 69229 2211.24 573.57 76 . 1.19 69228 2212.43 574.07 77 TOE CUT BANK 0.01 69227 2212.44 575.25 78 TOP CUT BANK 1.09 69226 2213.52 575.18 79 . 1.24 69225 2214.77 575.17 80 . 1.17 69224 2215.93 575.37 81 . 0.49 69223 2216.42 575.50 82 . 1.14 69222 2217.56 575.54 83 . 1.48 69221 2219.04 575.44 84 . 1.97 69220 2221.01 575.58 85 . 0.45 69219 2221.46 575.62 86 . 0.77 69218 2222.23 575.85 87 . 1.23 69217 2223.45 575.83 88 . 1.52 69216 2224.97 575.92 89 . 0.86 69215 2225.83 576.14 90 . 1.28 69214 2227.11 575.89 91 . 1.58 69213 2228.69 575.62 92 . 2.09 69212 2230.78 575.59 93 . 0.91 69211 2231.70 575.82 94 . 2.00 69210 2233.70 575.89 95 . 2.73 69209 2236.42 576.01 96 . 1.31 69208 2237.73 575.91 97 . 4.00 69207 2241.73 575.89 98 GL BOLT RB '94 0.59 69206 2242.32 575.80 99 . 1.22 69205 2243.55 575.79 100 . 2.30 69204 2245.85 575.93 101 . 2.79 69203 2248.64 575.93 102 . 2.13 69202 2250.77 575.93 103 . 4.51 69201 2255.28 576.03 104 FIELD JOIN 204-101 NORTH 2255.282 END HIXON CREEK X/S 9.2 PROJ 9410F082 JULY 15 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 69400 0.00 577.19 1 DUMMY 2000.00 69401 2000.00 577.19 2 ON SLOPE 1.80 69402 2001.80 576.61 3 TOE 3.71 69403 2005.51 576.18 4 . 2.06 69404 2007.57 576.04 5 . 2.43 69405 2009.99 575.82 6 . 4.08 69406 2014.08 575.63 7 . 4.21 69407 2018.29 575.79 8 . 1.71 69408 2020.00 575.95 9 . 5.31 69409 2025.31 576.08 10 . 6.97 69410 2032.28 576.16 11 . 5.40 69411 2037.68 576.14 12 . 5.81 69412 2043.49 576.00 13 TOP OLD BANK 3.70 69413 2047.19 574.92 14 TOE 4.80 69414 2051.99 574.89 15 . 3.62 69415 2055.61 575.10 16 . 6.87 69416 2062.48 575.13 17 . 7.00 69417 2069.48 575.33 18 . 7.72 69418 2077.20 575.42 19 . 7.24 69419 2084.44 575.53 20 TOE 1.13 69420 2085.57 575.68 21 . 4.16 69421 2089.73 576.60 22 . 2.73 69422 2092.46 577.00 23 . 1.56 69423 2094.02 577.16 24 . 1.13 69424 2095.15 577.52 25 TOP 1.37 69425 2096.52 577.49 26 GL BOLT LB '94 2.10 69426 2098.62 577.40 27 TOP 1.56 69427 2100.18 576.88 28 . 2.29 69428 2102.47 575.97 29 . 2.69 69429 2105.15 575.01 30 . 2.29 69430 2107.44 574.01 31 .11W.TOE ROCK 1.02 69431 2108.47 573.71 32 .44W 2.04 69432 2110.50 573.86 33 .24W 2.39 69433 2112.90 573.93 34 .28W 1.99 69434 2114.88 573.89 35 .37W 1.98 69435 2116.87 574.23 36 WL 2.17 69436 2119.04 574.65 37 BAR 3.36 69437 2122.40 574.91 38 BAR 1.97 69438 2124.37 575.03 39 BAR 1.90 69439 2126.27 574.95 40 BAR 4.72 69440 2130.99 574.94 41 BAR 1.01 69441 2132.00 575.09 42 BAR 2.89 69442 2134.89 575.26 43 BAR 1.58 69443 2136.47 575.15 44 BAR 3.25 69444 2139.71 575.25 45 BAR 1.65 69445 2141.37 575.13 46 BAR 3.31 69446 2144.67 575.39 47 BAR 1.52 69447 2146.20 575.42 48 BAR 1.11 69448 2147.31 575.09 49 BAR 2.35 69449 2149.66 575.22 50 BAR 3.30 69450 2152.96 575.26 51 BAR 1.71 69451 2154.67 574.97 52 BAR 3.59 69452 2158.26 574.97 53 BAR 1.80 69453 2160.07 575.12 54 BAR 2.09 69454 2162.16 575.07 55 BAR 2.59 69455 2164.75 575.23 56 BAR 4.37 69456 2169.11 575.16 57 BAR 5.08 69457 2174.19 574.91 58 BAR 0.78 69458 2174.97 574.50 59 BAR 1.43 69459 2176.40 574.39 60 BAR 1.04 69460 2177.44 574.15 61 .31W 1.11 69461 2178.55 574.07 62 .42W 0.69 69462 2179.24 574.01 63 .47W 0.31 69463 2179.54 574.44 64 . 0.78 69464 2180.32 575.73 65 TOP CUT BANK 1.25 69465 2181.58 575.52 66 . 1.34 69466 2182.92 575.54 67 . 0.75 69467 2183.67 576.21 68 TOP 1.62 69468 2185.29 576.15 69 . 1.25 69469 2186.54 576.07 70 . 2.92 69470 2189.46 576.09 71 . 2.28 69471 2191.74 576.24 72 . 2.30 69472 2194.03 576.16 73 . 2.38 69473 2196.42 576.33 74 . 0.65 69474 2197.06 576.28 75 GL BOLT RB '94 4.32 69475 2201.38 576.33 76 . 3.02 69476 2204.41 576.24 77 . 4.44 69477 2208.85 576.22 78 . 1.16 69478 2210.00 576.61 79 . 2.49 69479 2212.49 576.53 80 . 4.38 69480 2216.87 576.44 81 . 1.94 69481 2218.81 576.50 82 . 2.04 69482 2220.85 576.03 83 . 1.51 69483 2222.36 575.78 84 TOE CHANNEL 1.28 69484 2223.64 575.79 85 TOE CHANNEL 1.30 69485 2224.94 576.29 86 . 0.86 69486 2225.80 576.74 87 TOP 2.13 69487 2227.93 576.75 88 . 1.71 69488 2229.64 576.90 89 . 1.35 69489 2230.99 576.78 90 . 7.82 69490 2238.81 576.89 91 . 6.94 69491 2245.74 576.91 92 . 2.00 69492 2247.75 576.69 93 . 1.19 69493 2248.94 576.66 94 . 2.47 69494 2251.41 576.85 95 . 2.65 69495 2254.05 576.88 96 TOE BANK 0.97 69496 2255.02 577.88 97 . 1.13 69497 2256.15 578.28 98 TOP 4.97 69498 2261.12 578.45 99 FIELD JOIN 100-198 NORTH 2261.124 END HIXON CREEK X/S 9.3 PROJ 9410F082 JULY 15 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 69593 0.00 579.48 1 DUMMY 2000.00 69592 2000.00 579.48 2 ON SLOPE 4.48 69591 2004.48 577.94 3 TOE SLOPE 2.05 69590 2006.54 577.82 4 . 3.36 69589 2009.90 578.15 5 . 5.84 69588 2015.74 578.05 6 . 3.11 69587 2018.85 578.12 7 . 1.81 69586 2020.66 577.90 8 . 2.80 69585 2023.45 577.63 9 . 3.14 69584 2026.60 577.55 10 . 1.88 69583 2028.48 577.66 11 . 3.06 69582 2031.54 577.46 12 . 5.50 69581 2037.04 577.53 13 . 2.87 69580 2039.91 577.41 14 CL ROAD 3.39 69579 2043.30 577.32 15 . 5.97 69578 2049.27 577.29 16 . 2.96 69577 2052.23 577.16 17 . 2.46 69576 2054.69 576.92 18 . 1.86 69575 2056.55 576.89 19 . 3.80 69574 2060.35 576.29 20 . 2.96 69573 2063.31 576.25 21 . 4.26 69572 2067.57 576.50 22 . 2.02 69571 2069.60 576.72 23 . 4.05 69570 2073.64 576.91 24 . 3.04 69569 2076.69 577.15 25 . 3.16 69568 2079.85 577.30 26 . 3.52 69567 2083.37 577.72 27 . 2.69 69566 2086.06 577.81 28 . 1.74 69565 2087.80 577.99 29 TOP 1.82 69564 2089.62 578.10 30 GL BOLT LB '94 1.20 69563 2090.82 578.14 31 TOP 0.96 69562 2091.78 577.33 32 ROCK 0.65 69561 2092.43 577.03 33 ROCK 5.58 69560 2098.01 576.05 34 ROCK 2.42 69559 2100.43 575.00 35 TOE RIPRAP 1.29 69558 2101.72 575.29 36 BAR 1.03 69557 2102.75 575.28 37 BAR 0.69 69556 2103.44 575.57 38 BAR 1.26 69555 2104.71 575.58 39 BAR 1.42 69554 2106.13 575.37 40 BAR 4.38 69553 2110.51 575.43 41 . 0.88 69552 2111.38 575.22 42 WL LB 1.42 69551 2112.80 574.97 43 .26W 1.82 69550 2114.62 574.85 44 .40W 1.91 69549 2116.53 574.98 45 .28W 1.68 69548 2118.20 575.17 46 .06W 2.29 69547 2120.50 575.16 47 .10W 4.00 69546 2124.50 575.22 48 .05W 1.92 69545 2126.42 575.26 49 .22W 1.85 69544 2128.27 575.08 50 .18W 1.30 69543 2129.57 575.04 51 .16W 1.25 69542 2130.82 575.05 52 .14W 2.69 69541 2133.51 574.74 53 .20W 1.04 69540 2134.55 574.58 54 .31W 0.99 69539 2135.55 574.34 55 .55W.TOE 0.18 69538 2135.72 575.08 56 . 0.69 69537 2136.41 575.24 57 . 0.32 69536 2136.73 575.58 58 . 0.55 69535 2137.28 575.92 59 TOP RB 1.50 69534 2138.78 576.08 60 . 3.31 69533 2142.09 576.03 61 . 1.70 69532 2143.79 576.13 62 . 2.22 69531 2146.02 576.08 63 . 1.18 69530 2147.19 576.24 64 . 1.42 69529 2148.61 576.21 65 . 3.78 69528 2152.39 576.26 66 . 3.45 69527 2155.84 576.20 67 . 2.47 69526 2158.31 576.28 68 GL BOLT RB '94 1.86 69525 2160.16 576.23 69 . 3.45 69524 2163.62 576.28 70 . 4.81 69523 2168.43 576.17 71 . 5.58 69522 2174.01 576.22 72 . 0.03 69521 2174.04 576.23 73 . 1.40 69520 2175.45 576.09 74 . 2.78 69519 2178.23 576.13 75 . 1.91 69518 2180.13 576.27 76 TOP 1.05 69517 2181.19 575.72 77 . 0.93 69516 2182.12 575.50 78 TOE 1.00 69515 2183.12 575.47 79 CL 1.07 69514 2184.19 575.57 80 TOE 1.00 69513 2185.19 575.76 81 . 1.60 69512 2186.79 576.05 82 . 1.81 69511 2188.59 576.20 83 . 1.75 69510 2190.34 576.64 84 . 3.98 69509 2194.32 576.55 85 . 7.38 69508 2201.70 576.77 86 . 2.99 69507 2204.69 576.71 87 . 0.85 69506 2205.54 576.53 88 . 1.66 69505 2207.20 576.50 89 . 0.95 69504 2208.14 576.63 90 TOE 1.56 69503 2209.70 577.27 91 . 1.49 69502 2211.19 578.37 92 TOP 2.52 69501 2213.71 578.46 93 ON BENCH JOIN 193-101 NORTH 2213.713 END HIXON CREEK X/S 10 PROJ 9410F082 JULY 14 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 70172 0.00 578.05 1 DUMMY 2000.00 70171 2000.00 578.05 2 GL BOLT LB '88 3.93 70170 2003.93 578.00 3 . 3.29 70169 2007.23 578.08 4 . 1.55 70168 2008.78 578.14 5 . 3.27 70167 2012.05 578.04 6 . 3.57 70166 2015.62 577.94 7 EDGE 4.17 70165 2019.80 577.94 8 . 1.49 70164 2021.29 577.64 9 TOP ROCK 2.37 70163 2023.65 577.84 10 TOP ROCK 3.54 70162 2027.20 577.01 11 . 4.42 70161 2031.62 576.21 12 . 2.78 70160 2034.40 575.02 13 TOE ROCK 2.35 70159 2036.76 574.97 14 . 0.48 70158 2037.23 575.48 15 . 1.54 70157 2038.77 575.48 16 . 1.09 70156 2039.86 575.92 17 . 2.43 70155 2042.29 576.05 18 . 1.10 70154 2043.39 576.46 19 . 2.02 70153 2045.41 576.36 20 . 2.80 70152 2048.21 576.40 21 . 3.71 70151 2051.93 576.51 22 . 3.88 70150 2055.81 576.36 23 . 1.81 70149 2057.63 576.05 24 . 2.06 70148 2059.69 575.76 25 BAR 2.09 70147 2061.78 575.89 26 BAR 1.44 70146 2063.23 575.93 27 BAR 1.76 70145 2064.99 575.98 28 BAR 2.48 70144 2067.47 575.87 29 BAR 1.22 70143 2068.69 575.78 30 BAR 2.37 70142 2071.06 575.72 31 BAR 1.36 70141 2072.41 575.96 32 BAR 2.74 70140 2075.15 575.90 33 BAR 1.60 70139 2076.75 575.82 34 BAR 1.55 70138 2078.30 575.80 35 BAR 1.00 70137 2079.30 575.96 36 BAR 1.26 70136 2080.56 576.02 37 BAR 1.93 70135 2082.49 575.89 38 BAR 0.96 70134 2083.45 575.92 39 BAR 1.27 70133 2084.72 576.05 40 BAR 2.40 70132 2087.12 576.06 41 BAR 2.03 70131 2089.15 575.90 42 BAR 3.76 70130 2092.91 575.75 43 BAR 1.95 70129 2094.86 575.48 44 BAR 1.95 70128 2096.81 575.28 45 . 1.43 70127 2098.24 574.96 46 .32W 2.63 70126 2100.87 574.88 47 .4W 1.43 70125 2102.30 574.88 48 .40W 1.08 70124 2103.38 574.96 49 .24W 2.32 70123 2105.70 575.13 50 .15W 1.76 70122 2107.46 575.14 51 .15W 2.36 70121 2109.82 575.10 52 .2W 0.98 70120 2110.80 575.07 53 .20W TOE CUT 1.24 70119 2112.04 576.09 54 . 0.24 70118 2112.28 576.94 55 TOP CUT 0.51 70117 2112.79 576.75 56 . 0.73 70116 2113.52 576.55 57 . 1.12 70115 2114.64 576.38 58 . 0.86 70114 2115.49 576.31 59 . 0.84 70113 2116.33 576.35 60 . 1.16 70112 2117.49 576.54 61 . 0.96 70111 2118.45 576.81 62 . 1.05 70110 2119.50 576.96 63 . 1.17 70109 2120.66 576.95 64 . 1.65 70108 2122.31 577.00 65 . 0.84 70107 2123.16 576.94 66 . 0.97 70106 2124.13 576.92 67 . 0.46 70105 2124.59 577.08 68 . 1.09 70104 2125.68 577.24 69 . 0.79 70103 2126.48 577.25 70 . 1.05 70102 2127.52 577.15 71 . 1.20 70101 2128.72 577.17 72 GL BOLT RB '88 JOIN 172-101 NORTH 2128.718 END HIXON CREEK X/S 10.1 PROJ 9410F082 JULY 14 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 70200 0.00 578.25 1 DUMMY 2000.00 70201 2000.00 578.25 2 CL ROAD 4.78 70202 2004.78 577.94 3 . 0.76 70203 2005.55 578.16 4 . 3.08 70204 2008.62 578.36 5 . 2.79 70205 2011.41 578.31 6 . 1.23 70206 2012.64 578.10 7 . 2.74 70207 2015.38 578.00 8 GL BOLT LB '94 0.74 70208 2016.12 577.91 9 TOP LB 1.17 70209 2017.29 576.54 10 TOE 1.25 70210 2018.54 576.23 11 . 0.80 70211 2019.33 575.80 12 . 1.54 70212 2020.87 576.04 13 . 1.41 70213 2022.28 576.65 14 . 1.67 70214 2023.95 576.78 15 . 4.48 70215 2028.43 576.57 16 . 2.15 70216 2030.59 576.57 17 . 3.72 70217 2034.31 576.56 18 . 3.64 70218 2037.95 576.51 19 . 2.35 70219 2040.29 576.50 20 . 4.64 70220 2044.94 576.64 21 . 5.88 70221 2050.82 576.67 22 . 7.47 70222 2058.29 576.74 23 . 5.58 70223 2063.87 576.85 24 . 4.45 70224 2068.32 576.67 25 . 1.91 70225 2070.23 576.66 26 . 2.32 70226 2072.55 576.69 27 . 0.51 70227 2073.07 576.45 28 . 1.65 70228 2074.72 576.18 29 . 1.30 70229 2076.02 576.16 30 . 0.89 70230 2076.92 575.97 31 . 4.20 70231 2081.12 575.97 32 . 0.67 70232 2081.79 576.18 33 . 3.66 70233 2085.45 576.24 34 . 3.03 70234 2088.48 576.13 35 . 1.86 70235 2090.34 576.12 36 . 1.16 70236 2091.50 576.27 37 . 2.98 70237 2094.48 576.21 38 . 2.55 70238 2097.03 576.01 39 . 3.32 70239 2100.35 575.88 40 . 1.39 70240 2101.74 575.62 41 . 0.97 70241 2102.71 575.22 42 .07W 1.87 70242 2104.58 575.03 43 .26W 2.91 70243 2107.49 575.01 44 .30W 1.37 70244 2108.86 575.14 45 .17W 1.18 70245 2110.04 575.11 46 .18W 2.12 70246 2112.16 575.10 47 .20W 2.60 70247 2114.76 575.06 48 .24W 1.25 70248 2116.01 575.42 49 BAR 0.93 70249 2116.94 576.36 50 TOP CUT BANK 1.49 70250 2118.42 576.45 51 . 1.58 70251 2120.00 576.65 52 . 1.15 70252 2121.15 576.72 53 . 1.06 70253 2122.21 577.04 54 . 1.35 70254 2123.56 576.94 55 . 2.95 70255 2126.51 577.06 56 . 0.83 70256 2127.34 577.27 57 . 2.43 70257 2129.77 577.19 58 . 1.69 70258 2131.46 577.16 59 GL BOLT RB '88 2.73 70259 2134.19 577.16 60 . 1.49 70260 2135.68 577.04 61 . 1.97 70261 2137.65 577.11 62 . 2.79 70262 2140.44 577.03 63 . 5.33 70263 2145.77 576.92 64 . 5.25 70264 2151.02 576.94 65 . 1.04 70265 2152.05 576.83 66 . 2.46 70266 2154.51 576.82 67 . 3.17 70267 2157.68 576.92 68 . 4.92 70268 2162.60 576.96 69 TOE BANK 0.85 70269 2163.45 577.42 70 ON SLOPE 1.71 70270 2165.16 578.32 71 TOP BANK 1.71 70271 2166.87 578.61 72 FENCE 4.47 70272 2171.34 578.52 73 FIELD JOIN 100-172 NORTH 2171.345 END HIXON CREEK X/S 10.2 PROJ 9410F082 JULY 14 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 70300 0.00 579.99 1 DUMMY 2000.00 70301 2000.00 579.99 2 ON SLOPE 0.56 70302 2000.56 579.41 3 . 0.98 70303 2001.55 578.90 4 . 0.04 70304 2001.58 578.90 5 . 2.47 70305 2004.05 578.93 6 . 2.59 70306 2006.64 578.75 7 GL BOLT LB '94 1.16 70307 2007.79 578.63 8 . 0.76 70308 2008.55 577.99 9 . 5.38 70309 2013.93 577.96 10 CL ROAD 5.34 70310 2019.27 577.95 11 . 3.01 70311 2022.28 578.09 12 . 6.81 70312 2029.09 578.17 13 . 4.90 70313 2033.98 577.89 14 . 4.57 70314 2038.56 577.81 15 . 3.35 70315 2041.91 578.05 16 . 9.35 70316 2051.26 578.24 17 . 7.04 70317 2058.30 578.41 18 . 6.64 70318 2064.94 578.37 19 . 3.94 70319 2068.88 578.44 20 . 1.99 70320 2070.87 578.24 21 . 4.34 70321 2075.20 578.28 22 . 4.28 70322 2079.48 578.14 23 . 1.87 70323 2081.35 578.13 24 . 1.48 70324 2082.83 577.95 25 . 1.73 70325 2084.56 577.99 26 . 2.22 70326 2086.78 578.16 27 . 1.95 70327 2088.73 578.07 28 . 2.53 70328 2091.26 577.83 29 . 4.14 70329 2095.40 577.74 30 . 1.12 70330 2096.52 577.39 31 . 0.99 70331 2097.51 577.40 32 . 2.65 70332 2100.16 577.69 33 . 4.83 70333 2104.99 577.70 34 . 5.83 70334 2110.83 577.61 35 TOP CUT BANK 0.30 70335 2111.13 576.41 36 TOE CUT BANK 1.47 70336 2112.59 575.68 37 .42W 0.80 70337 2113.39 575.60 38 .50W 1.45 70338 2114.84 575.69 39 .42W 1.94 70339 2116.78 575.95 40 .16W 2.34 70340 2119.12 575.89 41 .22W 1.39 70341 2120.51 575.98 42 .12W 3.91 70342 2124.43 576.05 43 .06W 2.27 70343 2126.69 576.05 44 BAR 1.76 70344 2128.45 576.26 45 BAR 0.69 70345 2129.14 576.41 46 BAR 1.49 70346 2130.63 576.48 47 BAR 1.27 70347 2131.90 576.74 48 BAR 2.64 70348 2134.54 576.83 49 BAR 1.51 70349 2136.05 576.84 50 BAR 0.39 70350 2136.45 576.69 51 BAR 1.80 70351 2138.25 576.55 52 BAR 0.75 70352 2138.99 576.60 53 BAR 0.57 70353 2139.57 576.41 54 BAR 0.86 70354 2140.43 576.34 55 BAR 0.86 70355 2141.29 576.02 56 BAR 1.32 70356 2142.61 575.97 57 BAR 1.25 70357 2143.85 576.32 58 BAR 1.46 70358 2145.31 576.19 59 SPIKE STA 47 0.93 70359 2146.24 576.10 60 BAR 1.27 70360 2147.51 575.97 61 BAR 1.35 70361 2148.87 576.09 62 BAR 1.93 70362 2150.80 576.22 63 BAR 1.51 70363 2152.31 576.37 64 BAR 4.79 70364 2157.10 576.58 65 BAR 3.64 70365 2160.74 576.66 66 BAR 1.59 70366 2162.33 576.57 67 BAR 0.60 70367 2162.93 576.68 68 BAR 3.16 70368 2166.09 576.52 69 BAR 1.03 70369 2167.12 576.52 70 BAR 0.46 70370 2167.59 576.40 71 BAR 2.59 70371 2170.18 576.48 72 BAR 0.30 70372 2170.47 576.61 73 BAR 0.15 70373 2170.63 576.96 74 BAR 1.33 70374 2171.96 577.27 75 TOE CUT BANK 1.18 70375 2173.14 579.75 76 TOP CUT BANK 3.49 70376 2176.62 579.83 77 . 3.13 70377 2179.75 579.79 78 . 4.34 70378 2184.09 579.76 79 GL BOLT RB '94 2.18 70379 2186.27 579.85 80 . 4.70 70380 2190.97 579.69 81 . 3.19 70381 2194.16 579.54 82 . 3.78 70382 2197.94 579.63 83 . JOIN 100-182 NORTH 2197.943 END HIXON CREEK X/S 11 PROJ 9410F082 JULY 14 1994 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 71099 0.00 580.39 1 DUMMY 2000.00 71100 2000.00 580.39 2 GL BOLT LB '94 13.25 71101 2013.25 580.22 3 . 1.05 71102 2014.29 579.96 4 GL BOLT LB '94 1.53 71103 2015.83 579.86 5 . 0.82 71104 2016.64 579.53 6 . 1.57 71105 2018.22 579.43 7 . 0.90 71106 2019.12 578.76 8 . 1.31 71107 2020.43 578.68 9 . 1.33 71108 2021.76 578.84 10 . 4.36 71109 2026.12 578.86 11 . 1.27 71110 2027.39 578.74 12 . 2.94 71111 2030.33 578.54 13 . 3.25 71112 2033.58 578.45 14 . 2.61 71113 2036.19 578.45 15 . 3.61 71114 2039.81 578.35 16 . 2.83 71115 2042.63 578.45 17 . 6.11 71116 2048.75 578.30 18 . 2.70 71117 2051.45 578.19 19 . 2.20 71118 2053.65 578.18 20 . 1.96 71119 2055.60 578.30 21 . 3.10 71120 2058.71 578.26 22 . 2.14 71121 2060.85 578.25 23 . 1.04 71122 2061.89 578.13 24 . 3.01 71123 2064.90 578.06 25 . 1.56 71124 2066.46 577.76 26 TOP CUT BANK 0.57 71125 2067.03 576.32 27 TOE CUT BANK 1.00 71126 2068.03 575.83 28 .28W 1.49 71127 2069.53 575.79 29 .34W 1.42 71128 2070.94 575.54 30 .60W 2.43 71129 2073.37 575.62 31 .52W 2.40 71130 2075.77 575.92 32 .22W 2.60 71131 2078.37 576.04 33 .11W 3.13 71132 2081.50 576.27 34 BAR 0.78 71133 2082.28 576.16 35 .06W 0.94 71134 2083.22 575.98 36 .28W 1.03 71135 2084.25 575.89 37 .38W 1.34 71136 2085.59 576.12 38 .12W 2.15 71137 2087.74 576.40 39 BAR 3.10 71138 2090.85 576.41 40 BAR 3.25 71139 2094.10 576.44 41 BAR 1.22 71140 2095.32 576.36 42 BAR 1.66 71141 2096.98 576.86 43 BAR 3.73 71142 2100.71 577.03 44 BAR 2.08 71143 2102.79 576.78 45 BAR 4.18 71144 2106.97 576.47 46 BAR 2.10 71145 2109.07 576.61 47 BAR 1.25 71146 2110.32 576.53 48 BAR 1.69 71147 2112.01 576.73 49 BAR 1.68 71148 2113.69 576.71 50 BAR 1.13 71149 2114.82 576.74 51 BAR 0.88 71150 2115.70 576.44 52 BAR 2.24 71151 2117.94 576.15 53 BAR 1.79 71152 2119.73 576.01 54 BAR 1.74 71153 2121.47 576.25 55 BAR 1.34 71154 2122.81 576.20 56 SPIKE STA 47 0.68 71155 2123.49 576.13 57 BAR 1.52 71156 2125.01 576.01 58 BAR 2.66 71157 2127.67 576.10 59 BAR 0.90 71158 2128.57 576.28 60 BAR 0.29 71159 2128.86 576.40 61 BAR 2.68 71160 2131.55 576.40 62 BAR 3.37 71161 2134.91 576.54 63 BAR 3.61 71162 2138.53 576.62 64 BAR 1.56 71163 2140.09 576.59 65 BAR 0.74 71164 2140.83 576.30 66 BAR 1.32 71165 2142.15 576.25 67 BAR 1.29 71166 2143.45 576.27 68 BAR 0.75 71167 2144.19 576.49 69 BAR 1.48 71168 2145.67 576.99 70 TOE CUT BANK 1.64 71169 2147.31 578.35 71 . 0.44 71170 2147.75 579.77 72 TOP CUT BANK 2.27 71171 2150.02 579.99 73 . 1.89 71172 2151.91 579.96 74 FENCE LINE 1.27 71173 2153.18 579.86 75 GL BOLT RB '88 JOIN 199-273 NORTH 2153.178 END