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. AVALON CREEK X/S 1 PROJ# 76FDC18 JULY 1978 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 61118 0.00 596.54 1 DUMMY 2000.00 61117 2000.00 596.54 2 CONSTANT BEYOND 26.82 61116 2026.82 596.25 3 NG 16.46 61115 2043.28 596.73 4 TOP 13.72 61114 2057.00 596.31 5 NG 19.43 61113 2076.43 596.93 6 TOE 3.43 61112 2079.86 596.45 7 TOP 1.55 61111 2081.41 596.45 8 REBAR LB 0.73 61110 2082.14 596.45 9 TOP 2.13 61109 2084.28 595.73 10 TOE VEG LINE 1.22 61108 2085.50 595.69 11 BP 0.45 61107 2085.95 595.57 12 TOE 1.68 61106 2087.63 595.57 13 C/L DRY CHANNEL 1.98 61105 2089.61 595.66 14 EDGE VEG TOE 3.20 61104 2092.81 596.06 15 TOP 12.96 61103 2105.76 595.75 16 NG 11.89 61102 2117.65 596.43 17 TOP 6.90 61101 2124.55 599.11 18 OIP LOT 1+2 TOP 12.42 61100 2136.97 599.87 19 ON SLOPE END AVALON CREEK X/S 2 PROJ# 76FDC18 JULY 1978 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 62113 0.00 595.65 1 DUMMY 2000.00 62112 2000.00 595.65 2 CONSTANT BEYOND 14.94 62111 2014.94 595.50 3 NORMAL GROUND 9.02 62110 2023.96 595.49 4 REBAR LB 6.37 62109 2030.32 595.18 5 . 2.73 62108 2033.05 595.42 6 TOP 1.54 62107 2034.59 595.31 7 TOP 2.57 62106 2037.17 594.53 8 TOE 0.78 62105 2037.94 594.51 9 TOE DRY CHANNEL 2.10 62104 2040.04 594.88 10 TOP 3.21 62103 2043.25 595.18 11 TOP 6.87 62102 2050.12 594.96 12 . 11.58 62101 2061.70 595.10 13 NORMAL GROUND 11.29 62100 2072.99 595.40 14 SPIKE RB END AVALON CREEK X/S 3 PROJ# 76FDC18 JULY 1978 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 63116 0.00 595.79 1 DUMMY 2000.00 63115 2000.00 595.79 2 CONSTANT BEYOND 35.81 63114 2035.81 595.66 3 NORMAL GROUND 20.30 63113 2056.11 595.64 4 REBAR LB 6.52 63112 2062.63 595.68 5 TOP 8.69 63111 2071.32 595.04 6 TOE 6.25 63110 2077.57 594.84 7 TOP 1.22 63109 2078.79 594.08 8 TOE 0.46 63108 2079.25 594.00 9 C/L .2 STILL WTR 1.07 63107 2080.31 594.19 10 TOE 1.22 63106 2081.53 594.83 11 EDGE VEG 0.91 63105 2082.45 595.13 12 TOP 2.74 63104 2085.19 595.18 13 TOP 1.98 63103 2087.17 594.74 14 TOE 10.67 63102 2097.84 595.33 15 TOP 14.02 63101 2111.86 595.39 16 NORMAL GROUND 16.31 63100 2128.17 595.25 17 SPIKE RB END AVALON CREEK X/S 4 PROJ# 76FDC18 JULY 1978 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 64120 0.00 593.31 1 DUMMY 2000.00 64119 2000.00 593.31 2 TOE HWY FILL 4.27 64118 2004.27 592.95 3 C/L ROAD 14.33 64117 2018.59 592.92 4 TOE 6.10 64116 2024.69 593.47 5 TOP INTERSECT RD 11.88 64115 2036.58 593.08 6 C/L ROAD 17.10 64114 2053.67 592.71 7 REBAR LB ON RD 6.06 64113 2059.74 592.37 8 C/L DEPRESSION 8.23 64112 2067.97 592.38 9 TOP 2.13 64111 2070.10 591.76 10 . 3.66 64110 2073.76 591.65 11 . 1.51 64109 2075.27 591.33 12 TOE EDGE VEG 2.44 64108 2077.71 591.33 13 W/L LB 1.21 64107 2078.92 591.21 14 BP 1.23 64106 2080.15 591.34 15 W/L RB 2.14 64105 2082.29 591.75 16 TOE 1.99 64104 2084.27 592.86 17 TOP 1.98 64103 2086.26 593.22 18 REBAR RB TOP 24.08 64102 2110.34 593.03 19 TOP 2.44 64101 2112.77 592.75 20 TOE 6.09 64100 2118.87 592.87 21 C/L DRIVEWAY RB END AVALON CREEK X/S 5 PROJ# 76FDC18 JULY 1978 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 65112 0.00 593.48 1 DUMMY 2000.00 65111 2000.00 593.48 2 TOP CL SMALL RD 22.56 65110 2022.56 592.77 3 EDGE ROAD 12.83 65109 2035.39 592.88 4 REBAR LB 3.93 65108 2039.31 592.86 5 TOP 3.66 65107 2042.98 591.85 6 POINT ON SHOULDE 5.67 65106 2048.64 591.54 7 EDGE DRY CHANNEL 1.24 65105 2049.89 591.47 8 EDGE DRY CHANNEL 1.47 65104 2051.36 592.12 9 . 1.06 65103 2052.42 592.18 10 . 1.83 65102 2054.25 593.07 11 TOP 5.34 65101 2059.59 593.30 12 SPIKE RB IN YARD 0.46 65100 2060.05 593.33 13 C/L SIDEWALK END