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 1 PROJ 88-RPP-11 MAY 24 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8339 0.00 568.43 1 DUMMY 2000.00 8338 2000.00 568.43 2 . 6.91 8337 2006.91 567.91 3 . 2.08 8336 2008.99 568.14 4 GL BOLT LB 1.13 8335 2010.11 568.03 5 TOP BANK 1.04 8334 2011.15 567.62 6 . 0.59 8333 2011.74 566.55 7 TOE BANK 3.05 8332 2014.79 566.26 8 . 2.51 8331 2017.30 566.20 9 . 3.89 8330 2021.19 566.47 10 . 7.14 8329 2028.33 566.44 11 . 1.82 8328 2030.15 566.86 12 . 3.50 8327 2033.65 566.69 13 . 5.44 8326 2039.09 566.81 14 . 4.01 8325 2043.10 566.81 15 TOP BANK 0.41 8324 2043.51 566.37 16 SCOUR LINE 1.72 8323 2045.23 564.57 17 TOE BANK 6.67 8322 2051.90 564.72 18 . 11.25 8321 2063.15 564.88 19 . 1.59 8320 2064.74 564.68 20 TOP 2.55 8319 2067.29 563.54 21 WL LB 0.50 8318 2067.78 563.31 22 .24 1.99 8317 2069.77 563.25 23 .34 3.01 8316 2072.78 563.14 24 .41 3.61 8315 2076.39 563.15 25 .39 3.36 8314 2079.75 563.13 26 .41 4.47 8313 2084.22 563.22 27 .26 1.26 8312 2085.48 563.48 28 WL RB 3.90 8311 2089.38 564.20 29 . 6.44 8310 2095.81 564.57 30 . 1.81 8309 2097.62 564.88 31 . 3.14 8308 2100.77 565.30 32 TOE 1.28 8307 2102.05 566.10 33 . 0.17 8306 2102.21 569.38 34 TOP CUT 2.03 8305 2104.24 569.48 35 GL BOLT RB 5.90 8304 2110.14 569.22 36 . 7.88 8303 2118.02 569.17 37 . 8.76 8302 2126.77 568.93 38 EDGE BUSH 17.42 8301 2144.19 568.67 39 FIELD 13.95 8300 2158.14 568.58 40 FIELD JOIN 339-300 NORTH 2158.141 END HIXON CREEK X/S 2 PROJ 88-RPP-11 MAY 24 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8299 0.00 570.26 1 DUMMY 2000.00 8300 2000.00 570.26 2 TOE HWY 8.35 8301 2008.35 570.16 3 . 6.10 8302 2014.45 569.98 4 . TOP OF BENCH 2.35 8303 2016.80 569.47 5 . 2.58 8304 2019.38 569.22 6 . 2.78 8305 2022.16 568.68 7 . 2.34 8306 2024.49 568.82 8 . 2.26 8307 2026.75 569.09 9 . 4.30 8308 2031.04 569.38 10 . 2.60 8309 2033.64 569.17 11 . 1.24 8310 2034.88 568.84 12 . 3.05 8311 2037.92 568.92 13 GL BOLT LB 6.67 8312 2044.59 568.86 14 . 2.65 8313 2047.24 568.33 15 . 2.19 8314 2049.43 568.22 16 . 2.50 8315 2051.93 568.38 17 . 4.03 8316 2055.95 568.33 18 TOP BANK 0.25 8317 2056.20 567.83 19 NB 0.69 8318 2056.89 567.18 20 . 0.28 8319 2057.17 566.38 21 TOE 4.57 8320 2061.74 566.20 22 . 2.06 8321 2063.80 565.64 23 . 2.77 8322 2066.56 564.67 24 WL LB 1.69 8323 2068.26 564.27 25 .39 1.89 8324 2070.15 564.03 26 .7 1.49 8325 2071.64 564.20 27 .5 2.79 8326 2074.43 564.37 28 .38 2.69 8327 2077.12 564.39 29 .32 2.56 8328 2079.69 564.59 30 .14 2.93 8329 2082.61 564.96 31 .08 3.03 8330 2085.64 565.05 32 .14 2.96 8331 2088.60 564.96 33 .32 1.43 8332 2090.04 564.90 34 .41 1.01 8333 2091.04 564.80 35 .51 2.26 8334 2093.31 565.13 36 .16 2.68 8335 2095.99 565.09 37 .21 3.36 8336 2099.35 565.17 38 .11 2.21 8337 2101.56 565.27 39 WL RB 5.53 8338 2107.08 565.49 40 TOE RIPRIP 3.34 8339 2110.42 566.76 41 . 1.77 8340 2112.19 567.05 42 . 1.16 8341 2113.35 567.76 43 NB 2.04 8342 2115.40 569.53 44 TOP RIPRAP 1.62 8343 2117.01 569.74 45 GL BOLT RB 5.68 8344 2122.69 569.63 46 . 25.11 8345 2147.80 569.44 47 . 12.79 8346 2160.59 569.02 48 . 17.92 8347 2178.52 568.88 49 . 7.93 8348 2186.45 568.55 50 . 6.18 8349 2192.62 568.17 51 TOE ROAD 1.69 8350 2194.31 568.59 52 SHOULDER 10.82 8351 2205.13 568.54 53 CL RD 8.35 8352 2213.48 568.35 54 SHOULDER 12.81 8353 2226.29 568.01 55 FIELD DROP JOIN 299-353 NORTH 2226.292 END HIXON CREEK X/S 3 PROJ 88-RPP-11 MAY 24 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8299 0.00 575.48 1 DUMMY 2000.00 8300 2000.00 575.48 2 ABUT.83UP TO RD 0.62 8301 2000.62 575.04 3 SEAT LEVEL 2.00 8302 2002.62 574.21 4 . 7.15 8303 2009.76 571.07 5 . 2.15 8304 2011.91 570.94 6 . 1.81 8305 2013.72 569.71 7 . 0.99 8306 2014.71 569.44 8 GL BOLT LB 3.10 8307 2017.81 569.39 9 TOP 1.04 8308 2018.85 568.67 10 TOP CUT 0.03 8309 2018.88 568.32 11 SCOUR LINE 1.40 8310 2020.29 566.82 12 . NB 1.30 8311 2021.59 566.31 13 . 1.67 8312 2023.26 565.92 14 WL LB 1.80 8313 2025.06 565.46 15 .47 2.60 8314 2027.65 565.25 16 .74 2.16 8315 2029.82 565.18 17 .79 1.51 8316 2031.33 565.31 18 .64 1.68 8317 2033.01 565.21 19 .74 1.82 8318 2034.83 565.46 20 .43 1.63 8319 2036.46 565.91 21 WL RB 0.36 8320 2036.82 566.11 22 TOE 0.01 8321 2036.83 566.96 23 TOP LOG CRIB 1.13 8322 2037.96 567.76 24 . 1.49 8323 2039.45 568.68 25 . 3.72 8324 2043.17 570.95 26 GL BOLT RB 7.76 8325 2050.94 574.26 27 . 1.43 8326 2052.37 575.39 28 . 4.76 8327 2057.13 576.24 29 . 2.69 8328 2059.82 577.52 30 GL ABUT.56 UP-RD JOIN 299-328 NORTH 2059.823 END HIXON CREEK X/S 4 PROJ 88-RPP-11 MAY 24 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8343 0.00 572.12 1 DUMMY 2000.00 8342 2000.00 572.12 2 TREE LINE 17.24 8341 2017.24 572.40 3 FENCE 5.44 8340 2022.68 572.45 4 TOP 2.50 8339 2025.19 570.88 5 CL DITCH 1.46 8338 2026.65 571.66 6 . 1.17 8337 2027.81 571.89 7 EDGE ROAD 3.45 8336 2031.27 571.97 8 . 6.80 8335 2038.06 571.71 9 . 3.52 8334 2041.58 571.82 10 . 6.00 8333 2047.58 571.58 11 . 4.56 8332 2052.14 571.31 12 GL BOLT LB 0.87 8331 2053.01 571.08 13 TOP 0.61 8330 2053.62 570.38 14 . 1.50 8329 2055.12 569.39 15 . 3.22 8328 2058.34 569.45 16 TOP 2.03 8327 2060.37 568.37 17 TOE 3.00 8326 2063.37 567.93 18 . 2.94 8325 2066.31 567.79 19 . 3.01 8324 2069.33 567.47 20 WL LB 0.83 8323 2070.16 567.33 21 .16 1.93 8322 2072.08 567.20 22 .27 1.68 8321 2073.76 567.28 23 .18 1.26 8320 2075.02 567.20 24 .25 1.37 8319 2076.39 567.01 25 .44 1.71 8318 2078.10 566.65 26 .92 2.62 8317 2080.73 566.40 27 1.34 0.54 8316 2081.27 566.76 28 .78 1.16 8315 2082.43 567.53 29 WL RB 0.69 8314 2083.12 568.80 30 TOP EROSION 0.78 8313 2083.90 569.52 31 SCOUR LINE 1.42 8312 2085.32 570.54 32 TOP 3.55 8311 2088.87 570.29 33 . 3.59 8310 2092.46 570.54 34 . 3.91 8309 2096.37 571.38 35 . 3.20 8308 2099.57 571.43 36 . 5.25 8307 2104.83 571.35 37 . 4.99 8306 2109.82 571.43 38 . 2.97 8305 2112.79 571.79 39 . 3.51 8304 2116.30 571.43 40 . 3.73 8303 2120.03 571.60 41 . 3.93 8302 2123.96 571.94 42 . 7.05 8301 2131.01 572.02 43 . 3.88 8300 2134.89 571.93 44 GL BOLT RB JOIN 343-300 NORTH 2134.889 END HIXON CREEK X/S 5 PROJ 88-RPP-11 MAY 24 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8368 0.00 578.23 1 DUMMY 2000.00 8367 2000.00 578.23 2 MAIN SLOPE 1.51 8366 2001.51 577.27 3 EDGE ROAD 3.81 8365 2005.31 576.60 4 ON SLOPE 3.19 8364 2008.50 574.63 5 TOE SLOPE 7.42 8363 2015.93 573.87 6 . 5.55 8362 2021.47 574.41 7 . 8.72 8361 2030.19 574.44 8 . 8.17 8360 2038.37 574.22 9 . 11.02 8359 2049.38 573.75 10 . 9.81 8358 2059.20 573.87 11 . 7.22 8357 2066.42 574.40 12 . 11.25 8356 2077.67 573.97 13 FIELD 6.87 8355 2084.54 574.51 14 FIELD 10.99 8354 2095.53 573.96 15 FIELD 16.76 8353 2112.28 573.97 16 FENCE 3.45 8352 2115.73 573.91 17 . 0.25 8351 2115.99 573.69 18 EDGE ROAD 3.52 8350 2119.51 573.74 19 CL ROAD 6.93 8349 2126.44 573.67 20 GL BOLT LB 3.00 8348 2129.45 573.48 21 TOP CUT 1.33 8347 2130.78 572.75 22 ON CUT 0.96 8346 2131.73 570.88 23 TOE CUT 1.98 8345 2133.72 570.12 24 . 1.76 8344 2135.47 568.47 25 . 0.53 8343 2136.00 569.09 26 WL LB 0.22 8342 2136.22 568.44 27 .75 0.97 8341 2137.19 568.11 28 1.11 0.80 8340 2138.00 567.87 29 1.40 0.73 8339 2138.72 568.05 30 1.16 3.94 8338 2142.66 568.41 31 .74 1.31 8337 2143.97 568.43 32 .67 1.12 8336 2145.09 568.67 33 .46 2.36 8335 2147.45 569.16 34 WL RB 1.28 8334 2148.73 569.32 35 . 3.39 8333 2152.12 569.41 36 . 2.90 8332 2155.02 569.67 37 . 3.79 8331 2158.80 570.03 38 . 4.97 8330 2163.77 569.93 39 . 4.60 8329 2168.37 569.68 40 . 4.78 8328 2173.14 569.64 41 . 2.96 8327 2176.10 569.79 42 TOE GRAVEL 0.89 8326 2176.99 570.13 43 . 2.02 8325 2179.01 570.83 44 . 2.54 8324 2181.56 570.88 45 SCOUR LINE 2.15 8323 2183.71 571.02 46 . 3.98 8322 2187.69 570.77 47 . 5.09 8321 2192.79 571.33 48 . 2.17 8320 2194.96 571.95 49 . 5.35 8319 2200.31 572.15 50 . 7.21 8318 2207.52 571.74 51 . 6.79 8317 2214.31 571.69 52 . 6.28 8316 2220.60 571.98 53 . 9.68 8315 2230.27 571.93 54 GL BOLT RB 5.76 8314 2236.03 572.20 55 . 7.55 8313 2243.58 571.97 56 . 6.99 8312 2250.57 571.88 57 . 14.41 8311 2264.98 571.85 58 . 15.29 8310 2280.27 571.78 59 . 12.55 8309 2292.82 571.71 60 . 0.08 8308 2292.90 571.71 61 . 8.05 8307 2300.96 571.44 62 . 7.09 8306 2308.04 571.25 63 . 10.34 8305 2318.39 571.34 64 TOE 0.83 8304 2319.21 571.50 65 . 1.72 8303 2320.94 571.54 66 . 3.61 8302 2324.54 571.82 67 FENCE 4.81 8301 2329.35 571.85 68 TOE SLOPE 2.53 8300 2331.88 573.30 69 ON HWY SLOPE JOIN 368-300 NORTH 2331.878 END HIXON CREEK X/S 6 PROJ 88-RPP-11 MAY 24 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8299 0.00 572.57 1 DUMMY 2000.00 8300 2000.00 572.57 2 . 7.47 8301 2007.47 572.38 3 . 4.11 8302 2011.58 572.13 4 . 5.68 8303 2017.26 572.30 5 . 10.98 8304 2028.25 572.44 6 GL BOLT LB NB 1.61 8305 2029.86 572.48 7 NB 1.56 8306 2031.42 571.76 8 . 8.63 8307 2040.05 571.56 9 . 3.80 8308 2043.85 571.80 10 . 7.33 8309 2051.19 571.62 11 . 8.32 8310 2059.51 571.52 12 . 1.98 8311 2061.48 571.23 13 . 9.06 8312 2070.55 570.91 14 . 2.20 8313 2072.75 570.26 15 . 4.03 8314 2076.78 570.38 16 . 4.05 8315 2080.84 570.20 17 . 3.34 8316 2084.18 570.08 18 WL LB 2.76 8317 2086.94 569.76 19 .2 2.76 8318 2089.70 569.48 20 .5 1.16 8319 2090.86 569.28 21 .75 0.30 8320 2091.16 569.22 22 .78 3.24 8321 2094.40 569.16 23 .79 1.06 8322 2095.46 569.27 24 .77 0.81 8323 2096.27 569.81 25 .24 0.77 8324 2097.04 570.04 26 WL RB 0.77 8325 2097.81 570.77 27 . 0.24 8326 2098.05 571.58 28 SCOUR LINE 0.41 8327 2098.46 572.00 29 TOP 2.49 8328 2100.95 572.23 30 . 5.43 8329 2106.38 572.07 31 . 6.74 8330 2113.12 571.93 32 GL BOLT RB JOIN 299-330 NORTH 2113.119 END HIXON CREEK X/S 7 PROJ 88-RPP-11 MAY 25 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8350 0.00 574.61 1 DUMMY 2000.00 8349 2000.00 574.61 2 DRIVEWAY 5.17 8348 2005.17 574.60 3 PATIO CARPORT 6.32 8347 2011.49 574.67 4 . 5.03 8346 2016.52 574.51 5 TOP BANK 4.45 8345 2020.97 572.41 6 TOE FILL 8.86 8344 2029.83 572.55 7 . 4.93 8343 2034.76 572.16 8 . 2.93 8342 2037.69 572.07 9 . 4.21 8341 2041.90 572.41 10 . 0.00 8340 2041.90 572.41 11 . 11.17 8339 2053.07 572.57 12 . 3.02 8338 2056.09 572.24 13 . 7.68 8337 2063.77 572.25 14 GL BOLT LB @BEND 17.25 8336 2081.02 572.04 15 . 9.50 8335 2090.52 572.21 16 . 4.26 8334 2094.77 571.99 17 . 1.77 8333 2096.55 571.49 18 . 1.49 8332 2098.04 571.49 19 FENCE 5.46 8331 2103.50 571.60 20 . 1.10 8330 2104.60 571.70 21 . 0.91 8329 2105.52 572.02 22 . 1.75 8328 2107.26 572.19 23 TOP 0.26 8327 2107.52 571.75 24 SCOUR LINE 1.26 8326 2108.78 571.23 25 . 0.93 8325 2109.71 570.73 26 WL 2.20 8324 2111.91 570.55 27 .19 1.90 8323 2113.81 570.73 28 WL 2.99 8322 2116.80 570.91 29 BAR 1.26 8321 2118.06 570.67 30 WL LB 1.71 8320 2119.77 570.34 31 .34 3.12 8319 2122.89 570.37 32 .31 1.26 8318 2124.14 570.11 33 .56 1.42 8317 2125.56 569.88 34 .82 1.88 8316 2127.45 569.87 35 .78 0.44 8315 2127.89 570.01 36 .7 1.22 8314 2129.11 570.03 37 .64 0.88 8313 2129.99 570.24 38 .44 0.30 8312 2130.29 570.69 39 WL RB 2.60 8311 2132.89 571.44 40 TOE CUT 0.26 8310 2133.15 572.20 41 SCOUR LINE 0.22 8309 2133.37 572.52 42 TOP CUT 2.84 8308 2136.21 572.66 43 GL BOLT RB 2.57 8307 2138.79 572.29 44 . 4.10 8306 2142.89 572.30 45 . 4.60 8305 2147.49 572.47 46 . 5.80 8304 2153.29 572.35 47 TOE SIDE SLOPE 2.96 8303 2156.25 572.69 48 . 4.15 8302 2160.41 573.16 49 . 6.70 8301 2167.11 573.04 50 TOE 3.76 8300 2170.87 574.27 51 ON HWY SLOPE JOIN 350-300 NORTH 2170.870 END HIXON CREEK X/S 8 PROJ 88-RPP-11 MAY 25 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8344 0.00 573.96 1 DUMMY 2000.00 8343 2000.00 573.96 2 P.P. 1.58 8342 2001.58 573.73 3 EDGE ROAD 3.78 8341 2005.36 574.11 4 CL 4.16 8340 2009.53 574.27 5 EDGE ROAD 1.46 8339 2010.99 574.61 6 . 6.83 8338 2017.82 574.83 7 FENCE 5.69 8337 2023.51 574.77 8 . 9.32 8336 2032.83 574.27 9 LAWN 8.60 8335 2041.43 574.21 10 LAWN 10.23 8334 2051.66 574.74 11 EDGE PAVEMENT 13.74 8333 2065.40 574.94 12 EDGE PAVEMENT 7.24 8332 2072.64 574.80 13 . 8.65 8331 2081.29 574.21 14 TOP FILL 2.90 8330 2084.19 573.07 15 TOE FILL 11.46 8329 2095.65 572.86 16 FENCE 13.18 8328 2108.83 573.03 17 . 14.67 8327 2123.50 573.49 18 . 14.66 8326 2138.16 573.52 19 . 12.99 8325 2151.14 573.86 20 . 13.04 8324 2164.19 573.64 21 GL BOLT LB 3.39 8323 2167.57 573.54 22 FENCE 1.85 8322 2169.42 573.53 23 TOP RIPRAP 1.41 8321 2170.83 572.88 24 . 2.27 8320 2173.11 572.40 25 WL LB 1.99 8319 2175.09 572.27 26 .14 2.56 8318 2177.66 572.16 27 .25 2.61 8317 2180.27 572.09 28 .32 2.60 8316 2182.86 571.94 29 .5 1.90 8315 2184.76 571.92 30 .52 1.41 8314 2186.17 571.86 31 .56 0.80 8313 2186.97 571.88 32 .54 1.14 8312 2188.11 571.85 33 .55 0.97 8311 2189.08 572.40 34 WL RB 1.25 8310 2190.33 573.11 35 TOP RIPRAP 3.98 8309 2194.31 573.34 36 . 5.61 8308 2199.92 573.04 37 . 2.96 8307 2202.88 573.13 38 . 2.51 8306 2205.39 573.83 39 HWM 5.09 8305 2210.48 574.86 40 . 6.68 8304 2217.15 575.36 41 . 8.22 8303 2225.37 575.89 42 . 4.81 8302 2230.19 576.83 43 . 3.12 8301 2233.30 578.44 44 GL BOLT RB 5.17 8300 2238.47 580.07 45 ON SLOPE JOIN 344-300 NORTH 2238.470 END HIXON CREEK X/S 9 PROJ 88-RPP-11 MAY 25 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 8373 0.00 581.44 1 DUMMY 2000.00 8372 2000.00 581.44 2 . 6.62 8371 2006.62 578.65 3 . 24.59 8370 2031.22 577.31 4 . 15.64 8369 2046.85 576.45 5 . 1.98 8368 2048.83 575.47 6 TOE HILL SIDE 5.69 8367 2054.52 575.25 7 . 5.60 8366 2060.12 575.61 8 . 11.53 8365 2071.65 575.36 9 . 11.50 8364 2083.15 575.37 10 EDGE 13.54 8363 2096.69 575.60 11 EDGE BUILDING 9.37 8362 2106.06 575.55 12 TOP 4.79 8361 2110.85 574.81 13 . 3.60 8360 2114.45 574.46 14 . 3.71 8359 2118.17 575.34 15 . 13.20 8358 2131.36 575.48 16 . 26.43 8357 2157.80 575.68 17 FENCE 1.65 8356 2159.45 575.55 18 GL BOLT LB 2.43 8355 2161.88 575.57 19 . 4.00 8354 2165.87 575.29 20 . 4.82 8353 2170.69 575.14 21 . 4.89 8352 2175.59 575.45 22 . 8.28 8351 2183.86 575.56 23 . 2.01 8350 2185.87 575.43 24 TOP 0.49 8349 2186.36 575.14 25 SCOUR LINE 2.02 8348 2188.38 574.67 26 . 2.17 8347 2190.55 574.29 27 . 3.60 8346 2194.16 574.35 28 . 2.19 8345 2196.35 573.67 29 . 1.75 8344 2198.10 573.94 30 . 1.68 8343 2199.78 574.28 31 . 7.11 8342 2206.89 574.30 32 . 2.39 8341 2209.28 573.88 33 WL LB 1.38 8340 2210.66 573.69 34 .2 2.15 8339 2212.81 573.60 35 .3 3.57 8338 2216.38 573.45 36 .45 2.94 8337 2219.32 573.35 37 .56 1.92 8336 2221.24 573.24 38 .68 0.90 8335 2222.14 573.18 39 .73 0.83 8334 2222.97 573.45 40 .46 1.12 8333 2224.09 573.91 41 WL RB 0.40 8332 2224.49 574.11 42 TOE CUT 0.10 8331 2224.59 574.95 43 SCOUR LINE 0.01 8330 2224.60 575.21 44 TOP CUT 7.18 8329 2231.78 575.33 45 GL BOLT RB 2.97 8328 2234.75 575.07 46 . 10.84 8327 2245.59 575.11 47 . 1.30 8326 2246.89 575.62 48 . 3.68 8325 2250.57 575.76 49 . 0.93 8324 2251.50 576.20 50 . 8.10 8323 2259.61 576.39 51 . 6.79 8322 2266.40 576.30 52 . 6.25 8321 2272.66 576.10 53 . 3.50 8320 2276.15 575.91 54 . 8.31 8319 2284.46 576.18 55 . 4.16 8318 2288.62 575.98 56 . 11.52 8317 2300.14 576.00 57 . 4.36 8316 2304.50 577.01 58 . 4.12 8315 2308.63 577.36 59 . 5.17 8314 2313.80 577.13 60 . 7.36 8313 2321.15 577.30 61 . 2.87 8312 2324.02 576.86 62 . 3.32 8311 2327.35 576.99 63 CL ROAD 5.89 8310 2333.24 577.06 64 TOP 3.39 8309 2336.62 577.16 65 . 1.43 8308 2338.05 576.46 66 . 2.30 8307 2340.35 576.28 67 . 3.72 8306 2344.07 576.50 68 . 11.19 8305 2355.26 576.28 69 . 3.05 8304 2358.31 575.92 70 GULLY 3.40 8303 2361.71 575.87 71 TOE 1.85 8302 2363.56 576.41 72 GULLY 2.70 8301 2366.26 576.69 73 TOE SLOPE 1.68 8300 2367.94 578.06 74 ON SLOPE JOIN 373-300 NORTH 2367.944 END HIXON CREEK X/S 10 PROJ 88-RPP-11 MAY 25 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 9370 0.00 583.36 1 DUMMY 2000.00 9369 2000.00 583.36 2 ON SLOPE 4.85 9368 2004.85 581.32 3 . 9.46 9367 2014.31 579.89 4 . 12.93 9366 2027.23 578.97 5 . 7.13 9365 2034.36 578.49 6 . 7.32 9364 2041.68 578.18 7 . 2.66 9363 2044.34 578.00 8 GL BOLT LB 4.57 9362 2048.91 577.99 9 . 4.45 9361 2053.36 577.94 10 TOP CUT 0.38 9360 2053.74 576.87 11 . 1.36 9359 2055.10 575.79 12 TOE 0.74 9358 2055.84 575.58 13 WL LB 1.82 9357 2057.65 575.48 14 .1 1.90 9356 2059.56 575.29 15 .29 2.47 9355 2062.03 575.39 16 .2 2.18 9354 2064.21 575.58 17 WL 1.93 9353 2066.15 575.64 18 . 2.62 9352 2068.77 575.97 19 . 3.94 9351 2072.71 576.15 20 . 2.32 9350 2075.03 576.01 21 . 4.52 9349 2079.54 575.97 22 . 2.73 9348 2082.27 576.09 23 . 1.99 9347 2084.26 575.87 24 . 0.50 9346 2084.76 575.45 25 WL 0.74 9345 2085.49 575.02 26 .4 0.58 9344 2086.07 574.86 27 .66 1.73 9343 2087.80 574.82 28 .61 1.73 9342 2089.53 574.97 29 .54 1.80 9341 2091.33 575.16 30 .27 0.80 9340 2092.12 575.43 31 WL RB 1.34 9339 2093.47 575.60 32 . 0.99 9338 2094.46 575.86 33 . 6.80 9337 2101.26 575.72 34 . 3.77 9336 2105.02 575.83 35 BAR 1.51 9335 2106.53 575.57 36 . 0.71 9334 2107.24 576.41 37 . 6.01 9333 2113.24 576.52 38 . 0.56 9332 2113.80 576.29 39 . 1.46 9331 2115.26 576.20 40 . 1.16 9330 2116.42 575.86 41 . 1.62 9329 2118.03 575.87 42 . 1.82 9328 2119.86 576.01 43 . 1.07 9327 2120.92 576.61 44 TOP 6.54 9326 2127.46 576.64 45 . 5.37 9325 2132.84 576.60 46 . 6.01 9324 2138.84 576.74 47 . 3.59 9323 2142.44 576.56 48 . 2.73 9322 2145.17 577.03 49 . 6.28 9321 2151.45 576.94 50 . 5.48 9320 2156.93 576.84 51 . 2.05 9319 2158.98 576.35 52 WL 0.65 9318 2159.63 576.25 53 . 0.77 9317 2160.40 576.25 54 . 1.06 9316 2161.46 576.43 55 . 1.49 9315 2162.94 576.85 56 . 5.20 9314 2168.15 576.89 57 . 0.57 9313 2168.72 577.03 58 . 0.02 9312 2168.74 577.02 59 . 0.68 9311 2169.42 577.20 60 . 3.67 9310 2173.08 577.19 61 GL BOLT RB 3.08 9309 2176.16 577.08 62 . 5.64 9308 2181.80 577.04 63 . 7.23 9307 2189.04 576.99 64 . 2.21 9306 2191.25 577.94 65 . 2.31 9305 2193.56 578.32 66 . 1.86 9304 2195.42 578.27 67 . 13.92 9303 2209.34 578.42 68 . 14.33 9302 2223.67 578.49 69 . 15.89 9301 2239.56 578.82 70 . 6.89 9300 2246.45 579.05 71 . JOIN 370-300 NORTH 2246.450 END HIXON CREEK X/S 11 PROJ 88-RPP-11 MAY 25 1988 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 9299 0.00 580.40 1 DUMMY 2000.00 9300 2000.00 580.40 2 FLAT 10.78 9301 2010.78 580.40 3 . 7.50 9302 2018.29 580.17 4 . 2.62 9303 2020.91 580.10 5 TOP 0.95 9304 2021.86 579.61 6 . 2.35 9305 2024.21 578.64 7 TOE 2.38 9306 2026.60 578.63 8 . 3.10 9307 2029.69 578.79 9 . 4.77 9308 2034.47 578.61 10 . 4.33 9309 2038.80 578.24 11 . 8.33 9310 2047.13 578.42 12 . 6.29 9311 2053.41 578.33 13 . 2.91 9312 2056.32 578.16 14 . 8.93 9313 2065.25 578.27 15 . 3.72 9314 2068.97 578.05 16 . 8.57 9315 2077.54 578.07 17 . 6.13 9316 2083.67 578.02 18 . 3.87 9317 2087.55 577.98 19 GL BOLT LB 2.98 9318 2090.53 577.98 20 . 3.03 9319 2093.56 577.35 21 . 0.98 9320 2094.54 577.33 22 . 1.73 9321 2096.27 577.52 23 . 3.31 9322 2099.57 577.44 24 . 3.09 9323 2102.66 577.68 25 . 1.90 9324 2104.56 577.47 26 . 3.89 9325 2108.45 577.17 27 . 0.94 9326 2109.39 576.91 28 WL 1.18 9327 2110.57 576.70 29 .19 1.51 9328 2112.08 576.74 30 .16 0.80 9329 2112.88 576.91 31 WL 1.61 9330 2114.49 577.54 32 TOP 3.04 9331 2117.53 577.62 33 . 3.84 9332 2121.37 577.55 34 . 2.73 9333 2124.09 577.82 35 . 3.85 9334 2127.95 577.78 36 SPIKE54 3.09 9335 2131.04 577.76 37 . 1.04 9336 2132.07 577.26 38 . BAR 3.21 9337 2135.28 577.41 39 . 2.63 9338 2137.91 577.21 40 WL LB 1.94 9339 2139.86 576.88 41 .31 1.32 9340 2141.18 576.60 42 .57 1.32 9341 2142.51 576.61 43 .65 0.86 9342 2143.36 576.66 44 .57 1.20 9343 2144.57 576.52 45 .71 1.10 9344 2145.66 576.54 46 .67 1.97 9345 2147.64 576.81 47 .37 1.21 9346 2148.85 577.19 48 WL RB 1.62 9347 2150.47 577.36 49 . 0.08 9348 2150.56 577.37 50 . 0.42 9349 2150.97 579.89 51 TOP CUT 3.15 9350 2154.12 579.91 52 . 4.13 9351 2158.25 579.89 53 GL BOLT RB 8.68 9352 2166.94 579.80 54 . 5.86 9353 2172.80 579.19 55 . 11.47 9354 2184.27 579.54 56 . 14.57 9355 2198.84 579.33 57 FIELD JOIN 299-355 NORTH 2198.842 END